W.R.D.D. Schedule of Rates 2016 - 103.16.143.46103.16.143.46/internal/NoticeDocs/OldSOR.pdf · armoured Aluminium/Copper Cable from Meter to ... necessary accessories like saddle,

W.R.D.D. Schedule of Rates 2016

Item No. Description of Items Unit Rate

(in Rs.)

1 a) Removing of Chokage due to sludge, mud, sand or anyother forign materials deposition from the underground 110 /140 / 200 / 315 mm dia. P.V.C. Pipe Line with split bamboo,wire brush, coir rope etc. along with suitable cleaning agent asnecessary as per direction of E.I.C. (This item includes thecost of earth cutting & back filling of trenches and requiredmaterials for chokage cleaning but excluding the cost forreplacement & jointing of PVC pipes).i) For 315 mm dia PVC Pipe Metre 27.00ii) For 200/140/110 mm dia PVC Pipe Metre 23.00

1 b) Removing of Chokage due to sludge, mud, sand or anyother forign materials deposition from the underground 450 /300 / 225/ 150 mm dia. R.C.C. Pipe Line with split bamboo,wire brush, coir rope etc. along with suitable cleaning agent asnecessary as per direction of E.I.C. (This item includes cost ofearth cutting & back filling of trenches and required materialsfor cleaning but excluding the cost for taking out 1 full lengthof RCC Pipe by dismantling of 2 nos. of Collars & re-fitting theRCC pipe with new two nos. collar). i) For 450 mm dia. RCC Pipe Metre 36.00ii) For 300 mm dia. RCC Pipe Metre 33.00i) For 225 mm dia. RCC Pipe Metre 28.00i) For 150 mm dia. RCC Pipe Metre 28.00

2 Dismantling the existing G.I./M.S. Delivery Pipe lineconnection between the existing D.C./Surge Tank/Tripod Set& Tube Well assembly viz Sluice valve, Bend, SurgeTank/Distribution Chamber/Tripod Set Connection pipe etc.and disconnection of delivery side viz. Special bend etc. allcomplete as per direction of the E.I.C. and stacking all

Each Set 798.00

3 Fitting & fixing of 80 mm dia G.I./MS Delivery Pipe (mediumquality) of suitable length, one end screwed and other endfitted with 80 mm dia. flange, to be fixed with non return valve/Sluice valve including supplying & fitting MS Flange, fixingbolt, rubber gasket etc. and cutting holes, mending gooddamages in the wall as required all complete as per directionof the E.I.C. (GI/MS pipe to be supplied departmentally)

Each Set 897.00

4 Supplying, fitting & fixing of M.S. plate of size 40 cm x 40 cm,thickness 6 mm, consisting of two equal halves (40cm x 20cm), placed over Housing Pipe of HDTW/ MDTW to rest thesupporting clamps, with semi circular hole of 170 mm dia. atcentre including locking arrangement between the two halveson both sides, including fitting, fixing of 40 mm dia. G.I. bendby making a hole on plate for passing submersible cablesmoothly and complete in all respect.

Each Set 952.00

9.00 MISCELLANEOUS ITEMS

MAINTENANCE OF PIPE LINE

9.00 MAINTENANCE OF PIPE LINE, DRILLING OF TUBE WELLS, INSTALLATION & WITHDRAWALS AND ELECTRICAL ITEMS

INSTALLATION & WITHDRAWALS


5 Supplying, fitting & fixing of M.S. plate of size 20 cm x 20 cm,thickness 6 mm, make of two halves (20cm x 10 cm), placedover Housing Pipe of LDTW to rest the supporting clamps,with semi circular hole of 90 mm dia. at centre includinglocking arrangement between the two halves on both sides,including fitting, fixing of 25 mm dia. G.I. bend by making ahole on plate for passing submersible cable smoothly andcomplete in all respect.

Each Set 406.00


6 Supplying, fitting & fixing of PVC pipes & fittings (mediumduty) conforming to IS:12818/ASTMD -1785 and threaded tomatch with GI Pipes as per IS : 1239 (Part - I).Nipple (300 mm long)i) 80 mm dia. Each 260.00ii) 100 mm dia. Each 416.00iii) 150 mm dia. Each 505.00

7 Supplying, fitting & fixing of 150 mm dia ISI marked G.I. Shortpipe (medium quality) of suitable length (0.60m to 1.0m) withboth end screwed, one end to match with the 150 mm diaPVC Housing Pipe and other end match with the 150 mm diaMS top cap as per direction of the E.I.C.

Metre 1517.00

8 Supplying, fitting & fixing 350 mm x 250 mm x 25 mm sizeWooden Plank on wall (for fitting & fixing of electrialequipments as necessary on the plank).

Each 438.00

9 Supplying, fitting & fixing of 32 Amps / 63 Amps / 100 Amps,415V rewireable type porcelain body Fuse top & basecomplete set conforming to IS: 13947/Part-4/Sec-I/1993 overwooden plank/ board on wall and making necessaryconnection with the electrical cable as per direction of theE.I.C. i) 32 Amps Set 299.00ii) 63 Amps Set 607.00iii) 100 Amps Set 782.00

10 Fitting & fixing of Pump Controller (upto 7.5 HP capacity) ofSize 450 mm x 350 mm x 200 mm with Nuts & Bolts fixed onM.S. Clamps (4 nos. 250 mm to 350 mm long, 500 mm width,6 mm thick, L-shaped) on wall and making necessaryconnection with the electrical cables.

Each 262.00

11 Fitting & fixing of Pump Controller (12.5 HP to 25 HP capacity)of size 950 mm x 1000 mm x 450 mm over iron legs (600 mmheight) on floor with 150 mm thick Cement Concrete (4:2:1)block and making necessary connection with the electricalcables as per direction of the E.I.C. (excluding cost of CementConcrete)i) 12.5 HP & up to 15 HP Each 432.00ii) Above 15 HP & up to 20 HP Each 555.00iii) Above 20 HP & up to 25 HP Each 669.00

12 Fitting & fixing of Starter (Direct on Line or Star-Delta/Auto-Transformer) with Nuts & Bolts fixed on Angle iron frame onwall and making necessary connection with the electricalcables i) Direct on line Starter upto 5 HP Each PWD

ii) Star-Delta / Auto-Transformer Starter (Above 5 HP upto 15HP) Each PWD

ii) Star-Delta / Auto-Transformer Starter (Above 15 HP upto 25HP) Each 255.00

ELECTRICAL ITEMS

DRILLING OF TUBE WELLS


13 Meter loop connection with 1.1 K.V. Gr. 3½ core / 4 core 10Sqmm to 50 Sq mm. P.V.C./ XLPE insulated & sheathed andarmoured Aluminium/Copper Cable from Meter to incommingTPN Main Switch / Terminal. (Brand: Gloster/Havells/Finolex)a) For LDTW Schemei) 10 Sqmm 4 Core Aluminium Cable Metre 260.00ii) 10 Sqmm 4 Core Copper Cable Metre 811.00b) For HDTW/MDTW/MINI RLI Scheme

i) 25 Sqmm 3½ Core Aluminium Cable Metre 350.00ii) 25 Sqmm 3½ Core Copper Cable Metre 1654.00c) For MIDI RLI Scheme

i) 35 Sqmm 3½ Core Aluminium Cable Metre 416.00d) For MAJOR RLI Scheme

i) 50 Sqmm 3½ Core Aluminium Cable Metre 516.0014 Supplying and Drawing with 1.1 KV, PVC flexible 'FR' cables

copper conductor conforming to IS 694 in suitable size withfitting and fixing on wall/Kiosk Box , including makingnecessary connection to the pre-fixed devices with allnecessary accessories like saddle, screw, clips, gland, socketetc. conforming to IEE regulation and as per direction of EIC. (Brand: Gloster/Havells/Finolex)[a] For Major RLI(i) 4Cx 25 sqmm Copper cable conforming to IS 694 in [100/200 A TPN switch to Bus-bar] Metre 1656.00

(ii) 3C X 16 sqmm copper cable conforming to IS 694 [Busbarto 63 A, TP Main switch and 63 A TP switch to Motor starter] Metre 842.00

(iii) 2 X 3C X 10 sqmm copper cable conforming to IS 694 in32 mm GI conduit (ISI-Medium quality) [ Star-Delta Motor starter to Motor]

Metre 983.00

[b] For Midi RLI(i) 4Cx 16 sqmm copper cable conforming to IS 694 in [ 63 ATPN switch to Bus-bar] Metre 1091.00

(ii) 3C X 10 sqmm copper cable conforming to IS 694 [ Bus-bar to 32 A, TP Switch and 32 A, TP Switch to Motor Starter] Metre 592.00

(iii) 2 X 3C X 4 sqmm copper cable conforming to IS 694 in32 mm GI conduit (Medium quality) [ Star-delta Motor starter to Motor]

Metre 565.00

[c] For Mini RLI(i) 4Cx 10 sqmm Copper cable conforming to IS 694 in [ 63 ATPN switch to Bus-bar] Metre 756.00

(ii) 3C X 4 sqmm copper cable conforming to IS 694 [ Busbarto 32 A TP switch and 32 A, TP switch to Motor Starter ] Metre 297.00

(iii) 2 X 3C X 2.5 sqmm copper cable conforming to IS 694 in25 mm dia G.I. conduit (ISI-Medium quality)[Star-Delta Motor Starter to Motor]

Metre 418.00


15 Insulation testing of internal wiring of Pump House/Kiosk Boxincluding wiring of electric Motor & other ancilary equipmentsby means of Megger

LS 175.00

16 Carriage of Departmental materials from the DeparmentalStore to the work site and return back the damaged/replacedand unused materials to store including loading & unloadingcomplete at both sides by Tempo/Van Rikshaw/Mini Truck etc.upto 25 Km distance in one way.i) For Delivery pipe, Surge Tank, Bend, Valve etc. Each Set 960.00ii) For Kiosk Box Each Set 720.00iii) Pump-Motor Set (this item is applicable only forburnt/damaged Pump-Motor Set)

Each Set 1100.00

Carriage of uPVC Tubewell Pipes 17 Labour for loading the following materials into trucks,

carts, boats etc. at lifting point and unloading thematerials at the destination and stacking the same asper direction including carriage by head load upto a leadof 100 metres at each end.

uPVC Pipe/Ribbed Screen/Slotted Pipes i) 350 mm. DN dia. metre 14.60 ii) 300 mm. DN dia. metre 13.60 iii) 250 mm. DN dia. metre 11.00 iv) 200 mm. DN dia. metre 7.40 v) 150 mm. DN dia. metre 5.00 vi) 100 mm. DN dia. metre 3.90 vii) 75 mm / 80 mm. DN dia. metre 2.80

18 Carriage of miscellaneous materials over pucca road upto 5 km.distance

uPVC Pipe/Ribbed Screen/Slotted Pipes i) 350 mm. DN dia. metre 11.90 ii) 300 mm. DN dia. metre 5.00 iii) 250 mm. DN dia. metre 7.35 iv) 200 mm. DN dia. metre 5.95 v) 150 mm. DN dia. metre 4.55 vi) 100 mm. DN dia. metre 4.20 vii) 75 mm / 80 mm. DN dia. metre 3.85

19 Carriage of miscellaneous materials over pucca road Beyond 5 km. upto any distance

uPVC Pipe/Ribbed Screen/Slotted Pipes(i) For carriage of 350 mm DN Beyond 5 km and

upto 50 km 100m/ Km 29.05

From 50 km upto any distance 100m/ Km 17.50(ii) For carriage of 300 mm DN Beyond 5 km and

upto 50 km 100m/ Km 23.10

CARRIAGE ITEMS


From 50 km upto any distance 100m/ Km 14.53(iii) For carriage of 250 mm DN Beyond 5 km and

upto 50 km 100m/ Km 20.30

From 50 km upto any distance 100m/ Km 11.55(iv) For carriage of 200 mm DN Beyond 5 km and

upto 50 km 100m/ Km 17.50

From 50 km upto any distance 100m/ Km 8.75(v) For carriage of 150 mm DN Beyond 5 km and

Upto 50 km 100m/ Km 14.53

From 50 km upto any distance 100m/ Km 8.75(vi) For carriage of 100 mm dia Beyond 5 km and

upto 50 km 100m/ Km 13.04

From 50 km upto any distance 100m/ Km 7.79(vii) For carriage of 75/80 mm dia Beyond 5 km and

upto 50 km 100m/ Km 11.55

From 50 km upto any distance 100m/ Km 6.83

20 Repairing of Manually Operated Heavy Duty Star/DeltaOil Immersed Starters by taking out and fitting fixingOverload Coil (to be supplied departmentally) withtesting as per direction of the Engineer-in-Charge. (For100Amp/63Amp)

Each 110.00

21 Repairing of Manually Operated Heavy Duty Star/DeltaOil Immersed Starters by taking out and fitting fixing No Volt Coil (to be supplied departmentally) with testing asper direction of the Engineer-in-Charge. (For100Amp/63Amp)

Each 110.00

22 Repairing of Manually Operated Heavy Duty Star/DeltaOil Immersed Starters by taking out and fitting fixingSets of Contact (to be supplied departmentally) withtesting as per direction of the Engineer-in-Charge. (For100Amp/63Amp)

Each 140.00

23 Repairing of Main Switch For 63 Amps/32 Amps(REWIREABLE TYPE) by taking out and fitting fixingFuse Grip (63 Amps/32 Amps) (to be supplieddepartmentally) as per direction of the Engineer-in-Charge.

Each 56.00

24 Repairing of Main Switch For 63 Amps/32 Amps(REWIREABLE TYPE) by taking out and fitting fixingAction Bar with U-Clip setting (to be supplieddepartmentally) with testing as per direction of theEngineer-in-Charge.

Each 110.00

25 Repairing of Main Switch For 63 Amps/32 Amps(REWIREABLE TYPE) by taking out and fitting fixingEnd Shield Block with connecting wire (to besupplied departmentally) as per direction of theEngineer-in-Charge.

Each 110.00


26 Repairing of wedge of T.P./N.T.P./Alfa Alfa valve bytaking out old bush and fitting, fixing with supply of newGunmetal Bush (1"), Rubber Pad and M.S.Ring etc.complete as per sample and as per direction of theEngineer-in-Charge.150 mm nominal size Each 142.00

27 Repairing of T.P./N.T.P./Alfa Alfa Valve with requiredwedge, spindle, top cover plate etc. (to be supplieddepartmentally) including machining, boring andpainting etc. as per direction of the Engineer-in-Charge.

Each 92.00

28 Removing of rust & other forign materials from thesurface of 150 mm nominal size T.P./N.T.P./Alfa Alfavalve by scrubber, washing thoroughly, greasing,applying one coat of Red lead primer & two coats ofBlack Japan Paint over the valve, complete in allrespect as per direction.

Each 50.00

29 Repairing of Sluice Valve with required wedge, spindle,catcher, top cover plate etc. (to be supplieddepartmentally) including fitting fixing as per direction ofEngineer-in-Charge. 150 mm dia. Each 110.00 125 mm dia. Each 100.00 80 mm dia. Each 80.00

30 Supppying, fitting and fixing of 150 mm heavy dutysupporting clamp in two halves made of M.S. flat forholding 150 mm N.B. Column pipe, thickness of theclamp 12 mm, width of the clamp 150 mm, extendedlength of the arm 200 mm, space between rows 100mm, space between bolts in a row 75 mm, equallyspaced from the centre line of the arm, dia of bolt 16mm. The gap between arms of clamp and pipeassembly before tightening should be between 6 mm to10 mm. Two rows of bolts of two nos in each rows of 16mm size shall be provided on either side of the clamp,in other words there will be all together 4 rows of boltswith the provisions of 8 nos of bolts with nuts and withspring and flat washer.

Each Set 1674.00


31 Supppying, fitting and fixing of 125 mm heavy dutysupporting clamp in two halves made of M.S. flat forholding 125 mm N.B. Column pipe, thickness of theclamp 12 mm, width of the clamp 150 mm, extendedlength of the arm 200 mm, space between rows 100mm, space between bolts in a row 75 mm, equallyspaced from the centre line of the arm, dia of bolt 16mm. The gap between arms of clamp and pipeassembly before tightening should be between 6 mm to10 mm. Two rows of bolts of two nos in each rows of 16mm size shall be provided on either side of the clamp,in other words there will be all together 4 rows of boltswith the provisions of 8 nos of bolts with nuts and withspring and flat washer.

Each Set 1536.00

32 80 mm NB heavy duty Supporting Clamps in twohalves made of MS flats for holding 80 mm NB ColumnPipes, thickness of the clamp 10 mm, width of theclamp 75 mm, extended length of the arm 150 mm,space between adjacent holes in either side of theextended arm 75 mm, equally spaced from the centreline of the arm, dia of bolt 16 mm. The gap betweenarms of clamp and pipe assembly before tighteningshould be between 6 mm to 10 mm. Two nos. of bolt of16 mm size shall be provided on either side of theclamp, in other words there will be all together 2 rows ofbolt with the provisions of 4 nos. of bolt with nuts andwith spring and flat washer.

Each Set 900.00

W.R.I D.D. Schedule of Rates 2016

Item No. Description of item Unit Rate

(in Rs)1 Drilling of bore hole 55.88 cm dia through any kind of soil by

adopting any method of drilling (by Direct or ReverseCirculation Rotary Rig) upto required depth including diggingtrenches and pits etc. all complete.(i) Upto 30 metres below G.L. Metre 1240.00(ii) beyond 30 metres and upto 60 metres. Metre 1230.00(iii) beyond 60 metres and upto 90 metres Metre 1250.00(iv) beyond 90 metres and upto 120 metres Metre 1270.00(v) beyond 120 metres and upto 150 metres Metre 1280.00(vi) beyond 150 metres and upto 175 metres Metre 1350.00(vii) beyond 175 metres and upto 200 metres Metre 1390.00(viii) beyond 200 metres and upto 225 metres Metre 1460.00(ix) beyond 225 metres and upto 250 metres Metre 1500.00N.B. :- (a) The rates are inclusive of all reaming operations in case ofDirect Circulation Rig. Pilot boring drill bit should not be more than 215mm, in case of Direct Circulation Rotary Rig. In case of ReverseCirculation Rotary Rig the rates should be reduced by 20%. (b) For Siliguri Sub-Divn./ Alipurduar Sub-Division/ Malbazar Sub-Division /Chopra Block (under Uttar Dinajpur District) / Birbhum District /Purulia District / Bankura District / Paschim Medinipur District (exceptGhatal, Daspur I & II Block), the above rates shall be enhanced by 10%.(c) In case the bore hole is decided to be abandoned by the competentauthority due to non-availability of suitable thickness of aquifer capableof yielding desired discharge, the payment for abandoned bore hole shallbe made (i) at 100% of the rates in case of drilling by Reverse CirculationRig, that is at the rate 80% of the above rate and (ii) at 50% of the rates incase of drilling by Direct Circulation Rig.(d) Measurment will be taken below ground level taking ground level aszero for payment.

2 Labour charges for lowering of ERW MS pipes, strainers,blank pipe etc. and fitting, fixing and jointing of tubewellassembly at site by welding as per direction of the Engineer-in-charge. (i) 200 mm NB Blank pipe, Slotted pipe & Bottom Plug Metre 250.00(ii) 350 mm NB Housing pipe Metre 550.00

3 Supplying, fitting, fixing including fabrication (IS -2800 Part -Iwith latest amendments) with required materials as directedby the Engineer-in-charge and lowering in position etc.

(i) 10 mm. thick (350mm x 200mm) NB M.S. Reducer ofapproved quality including socket Each 3982.00

(ii) M.S. Centre guide (consisting of 3 nos., 6 mm thick, 50 mmwide, not less than 600 mm long and 125 mm rise of arch) ofapproved quality.

Each set 245.00

(iii) M.S.Top cap of suitable size (8 mm thick) and approvedquality for covering top of housing pipe of 350 mm NB (Topcap will be tack welded with housing pipe at 4 points 90°apart).

Each 1138.00

(iv) 100 mm width × 12 mm thick Sockets / Rings made fromMS Flats by rolling process and double butt welding for jointing350 mm NB Pipe.

Each 765.00

1.00 DRILLING OF TUBEWELLS1.10 Heavy Duty Tubewell of size 350 mm X 200 mm NB

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(v) 75 mm width × 10 mm thick Sockets / Rings made form MSFlats by rolling process and double butt welding for jointing200 mm NB Pipe.

Each 455.00

4 Supply of gravel for use as pack in tube well of 2 mm to 4 mm.size (as per IS: 4097) and gravel treatment of tubewellincluding screening, washing, cleaning etc. of the gravels atthe site, all complete as per direction of the Engineer-in-Charge.i) For sites within 4 Km. from all weather metal road Cu.M. 2168.00ii) For sites upto any distance beyond 4 Km. from all weathermetal road Cu.M. 2362.00

5 Development of tubewell in accordance with IS: 2800 (part 1)and IS: 11189 to establish maximum rate of usable water yieldwithout sand conent beyond permissible limit with requiredcapacity of compressor ( about 200 psi, 375 cfm Air-compressor, actual psi and cfm depend on tube well headconditions), running the compressor for required time till well isfully developed and followed by development of tube well byover puming with 15% to 25% higher discharge than expecteddischarge of tube well capacity Vertical Trubine pump andcarrying out step-drawdown test, yield test, verticality test etcas per prescribed method all complete including hire & labourcharges of compressor, tools & accessories etc. all as perrequirement and direction of Engineer -In - Charge

(i) Depth upto 120 metre. Each 33630.00(ii) Depth beyond 120 metre and upto 200 metre. Each 41060.00(iii) Depth beyond 200 metre. Each 47350.00

6 Making slots of 75 mm X 1.60 mm size with a minimumclearance of 4.70 mm in between two adjacent slots over theouter surface of 200 mm NB ERW pipes (to be issueddepartmentally) in 10 (ten) rows (each row consisting of 96slots) per metre length of ERW pipe with a clearance of 25mm in between two rows as per drawing and specificationincluding smoothening the edges after slotting, cost oftransportation of ERW pipes from Departmental Store toWorkshop and back to drilling site, loading, unloading andcarrying by head-load where necessary both ways, allcomplete.

Metre 800.00

7 Mobilisation charges for transporting upto site includingloading, unloading of all plants, machinaries & equipmentsrequired for drilling, development and testing of Tubewells andalso the cost of construction of temporary roads over fieldand / or culverts, repairing existing roads and / or culverts allcomplete, carrying materials on head load, carts or boats asthe case may be :-(i) For sites within 4 km from all weather metal road. Each

tubewell 8087.00

(ii) For sites up to any distance beyond 4 km from all weathermetal road.

Each tubewell 16174.00

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(in Rs)1 (a) Drilling of bore hole 45.72 cm dia through any kind of soil

by adopting any method of drilling (direct or reverse circulationrotary) upto required depth including digging trenches and pitsetc. all complete. (i) Upto 30 metre below G.L. Metre 1120.00(ii) beyond 30 metres and upto 60 metres. Metre 1110.00(iii) beyond 60 metres and upto 90 metres. Metre 1130.00(iv) beyond 90 metres and upto 120 metres. Metre 1140.00(v) beyond 120 metres and upto 150 metres. Metre 1150.00(vi) beyond 150 metres and upto 175 metres. Metre 1260.00(vii) beyond 175 metres and upto 200 metres. Metre 1300.00(viii) beyond 200 metres and upto 225 metres. Metre 1360.00(ix) beyond 225 metres and upto 250 metres. Metre 1380.00N.B. :- (a) The rates are inclusive of all reaming operations in case ofDirect Circulation Rig. Pilot boring drill bit should not be more than 215mm, in case of Direct Circulation Rotary Rig. In case of ReverseCirculation Rotary Rig the rates should be reduced by 20%.

(b) For Siliguri Sub-Divn./ Alipurduar Sub-Division/ Malbazar Sub-Division /Chopra Block (under Uttar Dinajpur District) / Birbhum District/Purulia District/ Bankura District / Paschim Medinipur District (exceptGhatal, Daspur I & II Block), the above rates shall be enhanced by 10%.(c) In case the bore hole is decided to be abandoned by the competentauthority due to non-availability of suitable thickness of aquifer capableof yielding desired discharge, the payment for abandoned bore hole shallbe made (i) at 100% of the rates in case of drilling by Reverse CirculationRig, that is at the rate 80% of the above rate and (ii) at 50% of the rates incase of drilling by Direct Circulation Rig.(d) Measurment will be taken below ground level taking ground level aszero for payment.

2 Labour charges for lowering of M.S. E.R.W. pipes, strainers,blank pipe etc. and fitting, fixing and jointing of tubewellassembly at sites by threading, welding etc. as per direction ofthe Engineer-in-Charge.(i) 150 mm NB Blank pipe, Slotted pipe & Bottom Plug Metre 220.00(ii) 250 mm NB Housing pipe Metre 450.00N.B. :- For lowering of PVC-U pipe rates for the item No. 2(i) & 2(ii) are to be reduced by 30%

3 (a) Supplying, fitting, fixing including fabrication (IS -2800 Part -I with latest amendments) with required materials as directedby the Engineer-in-charge and lowering in position etc.

(i) 8 mm thick (250mm × 150mm) M.S. NB Reducer ofapproved quality including socket Each 3413.00

(ii) M.S. Centre guide (consisting of 3 nos., 6 mm thick, 50 mmwide, not less than 600 mm long and 125 mm rise of arch) ofapproved quality.

Each set 245.00

(iii) M.S. Top cap of suitable size (6 mm thick) and approvedquality for covering top of housing pipe of 250 mm NB (Topcap will be tack welded with housing pipe at 4 points 90°apart).

Each 956.00

1.20 Medium Duty Tubewell of size 250 mm X 150 mm NB

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(iv) 100 mm width × 12 mm thick Sockets / Rings made fromMS Flats by rolling process and double butt welding for jointing250 mm NB Pipe.

Each 606.00

(v) 75 mm width × 10 mm thick Sockets / Rings made form MSFlats by rolling process and double butt welding for jointing150 mm NB Pipe.

Each 364.00

(b) Supplying, fitting, fixing the following fittings of PVC-Uconforming to IS: 12818 & lowering in position etc. as directedby the Engineer-in-Charge(i) 250 mm x 150 mm reducer consisting of two nos. of reducer250 x 200 mm & 200 x 150 mm PVC-U tapper shapedreducing socket with inner thread for larger end & outer threadfor smaller end.

Each 3500.00

(ii) M.S. Centre guide (consisting of 3 nos., not less than 450mm long and 125 mm rise of arch) of approved quality with twonos. MS clamps suitable for PVC-U pipes.

Each set 250.00

(iii) 150 mm DN PVC-U end cap. Each 290.00(iv) 250 mm DN PVC-U top cap. Each 565.00

4 Supply of gravel for use as pack in tube well of 2 mm to 4 mm.size (as per IS: 4097) and gravel treatment of tubewellincluding screening, washing, cleaning etc. of the gravels atthe site, all complete as per direction of the Engineer-in-Charge i) For sites within 4 Km. from all weather metal road. Cu.M. 2168.00ii) For sites upto any distance beyond 4 Km. From all weather metal road. Cu.M. 2362.00

5 Development of tubewell in accordance with IS: 2800 (part 1)and IS: 11189 to establish maximum rate of usable water yieldwithout sand conent beyond permissible limit with requiredcapacity of compressor ( about 150 psi, 300 cfm Air-compressor, actual psi and cfm depend on tube well headconditions), running the compressor for required time till well isfully developed and followed by development of tube well byover puming with 15% to 25% higher discharge than expecteddischarge of tube well capacity Vertical Trubine pump and

(i) Depth upto 120 metre Each tubewell 27819.00

(ii) Depth beyond 120 metre and upto 200 metre. " 32500.00(iii) Depth beyond 200 metres. " 38650.00

6 Making slots of 75 mm × 1.60 mm size with a minimumclearance of 4.70 mm in between two adjacent slots over theouter surface of 150 mm nominal bore ERW pipe (to be issueddepartmentally) in 10 (ten) rows (each row consisting of 64slots) per metre length of ERW pipe with a clearance of 25mm in between two rows as per drawing and specificationincluding smoothening the edges after slotting, cost oftransportation of ERW pipes from Departmental store toWorkshop and back to drilling site, loading, unloading andcarrying by head-load where necessary both ways, allcomplete.

Metre 589.00

7 Mobilisation charges for transporting upto site includingloading, unloading of all plants, machinaries & equipmentsrequired for drilling, development and testing of Tubewells andalso the cost of construction temporary roads over field and /or culverts, repairing existing roads and / or culverts allcomplete, carrying materials on head load, carts or boats asthe case may be :-(i) For sites within 4 km from all weather metal road. Each

tubewell 8087.00

(ii) For sites up to any distance beyond 4 km from all weathermetal road.


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(in Rs)1 Drilling of borehole by direct rotary rig through any kind of soil

or rock down to required depth by using not more than 215mm dia. drill bit including arrangement of water for the borehole all complete.(a) 0 mtr. to 30 mtr. Metre 690.00(b) 30 mtr. to 60 mtr. Metre 680.00(c) 60 mtr. to 90 mtr. Metre 690.00(d) 90 mtr. to 120 mtr. Metre 700.00(e) 120 mtr. to 150 mtr. Metre 720.00(f) 150 mtr. to 175 mtr. Metre 880.00(g) 175 mtr. to 200 mtr. Metre 920.00(h) 200 mtr. to 225 mtr, Metre 960.00(i) 200 mtr. to 250 mtr, Metre 980.00(j) 250 mtr. to 275 mtr. Metre 1130.00(k) 275 mtr. to 300 mtr. Metre 1160.00(l) 300 mtr. to 325 mtr. Metre 1190.00(m) 325 mtr. to 350 mtr. Metre 1230.00(n) 350 mtr. to 375 mtr. Metre 1240.00(o) 375 mtr. to 400 mtr. Metre 1260.00N.B. :- (a) For Siliguri Sub-Divn./ Alipurduar Sub-Division/ Malbazar Sub-Division/ Birbhum District/ Purulia District/ Bankura District / PaschimMidnapore District (except Ghatal Sub-Division), the above rates shall beenhanced by 10%.

2 (a) Add extra for reaming the bore hole by direct rotary drillingmethod by using 300 mm to 400 mm dia. drill bit down to therequired depth through any kind of soil from 0 mtr. to 400 mtr. Metre 130.00

(b) Add extra for reaming the bore hole by direct rotary drillingmethod with 450 mm dia. drill bit down to the required depththrough any kind of soil from 0 mtr. to 400 mtr. Metre 420.00

(c) Add extra for reaming the bore hole by direct rotary drillingmethod with 550 mm dia. drill bit down to the required depththrough any kind of soil from 0 mtr. to 400 mtr. Metre 530.00

NB: The rate is inclusive of reaming of borehole if done in stages, for allstages.

3 Collecting of sample of water for bacteriological & chemicaltest from any depth at any point of time during execution ofworks including hire & labour charges for tools and plants andsterilizing the equipments, paying all charges and feestowards testing by accredated Lab. etc. complete in allrespects as per direction of the Engineer-in-charge.


1.30 Exploratory cum production wells (HDTW of size 350 mm × 200 mm NB dia ERW M.S. Pipe & MDTW of size 250 mm x 150 mm NB / DN dia. ERW M.S. Pipe /

P.V.C Pipe ) and other related items.

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4 Packing annular space in between the outside the well pipe,where necessary, with puddle clay balls of approved size asper direction of Engineer-in-charge with cost of all materialsand labours complete.

Cum. 345.00

5 Labour charges for fitting, fixing & jointing thread to thread withsolvent cement the P.V.C. pipes (Housing pipe, Blank Pipes,Strainers, bottom plug etc.) and lowering the same carefullyinto the bore hole down to the required depth complete in allrespects as per direction of the Engineer-in-charge.

a) 150 mm DN dia. blank pipe, Bottom Plug & Screen /SlottedPipe Metre 154.00

b) 250 mm DN dia. Housing pipe. Metre 315.00c) 200 mm dia DN Blank pipe, Bottom Plug & Screen /SlottedPipe Metre 175.00

d) 350 mm dia. DN Housing pipe. Metre 385.006 Electrologging of bore hole of different dia tubewell for locating

water bearing strata and saline aquifer, if any, after conductingrelevant geophysical tests. All test reports, compiled data andraw data sheets should be submitted to the Engineer-in-Charge (Cost is inclusive of all charges for equipments,labour, data aquisition & compilation of data sheets as perdirection of the Engineer-in-charge)

Each Tubewell 8500.00

7 Conducting geophysical survey for ground water potentialityand to evaluate the layer parameters in terms of depth bysurface registivity technique adopting Vertical ElectricalSounding (VES) method for locating pin pointed location oftube well including charges for instruments & transportationthereof and services all complete at site and submission ofdata collected from each site for analysis (For each site atleast 3 nos. location are to be surveyed).a) for depth upto 150 metres from G.L. Each set 1800.00b) for depth greater than 150 metres upto 200 metres Each set 2000.00c) for depth greater than 200 metres Each set 2500.00

8 Interpretation of VES data including analysis of data &interpretation of layer parameters and submission of reportincluding expected yeild.

Each set 1000.00

9 Drilling of bore holes by a suitable Down The Hole (DTH) cummud rotary combination rig with foam and mud drillingincluding collection of lithological surplus with maintaining thetime log for drilling through different strata as directed by theEngineer in Chargea) Drilling of 250 mm dia. borehole suitable for lowering 200mm internal dia, casing pipe lowering through overburdens ofclay / consolidated moorum / consolidated laterite / fragmentedgranite etc. formation including overburden upto 1 metrebeyond depth of overburden.

Metre 340.00

b) Drilling of 165 mm dia. through fissure, consolidated hardrock strata with necessary valve hammer and with necessaryair pressure from beyond 1 metre overburden to 200m belowG.L.

Metre 1070.00

10 Drilling of bore hole in DTH process through any kind of soiland rocks in overburden suitable for lowering & fitting, fixing of125 mm internal dia. Casing pipe (Departmental supply) upto1 metre depth beyond overburden and subsiquently 115 mmdia. boring through any kind of rocky formation upto a totaldepth of 50 metres in case of dry drilling may be extendedupto 75 metres including all other works necessary for boringas per direction of E.I.C. (Rates are inclusive of all materialsnecessary for drilling works).

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a) for depth upto 50 metre Metre 410.00b) From 50 metre to 75 metre and above Metre 425.00

11 Development of tubewell with high velocity jetting toolcombined with adequate capacity Air-compressor andcarrying out yield test, as per prescribed method with reportsuggesting placement of pump (type + yield) after obtainingsediment and colour free water as per direction of theEngineer-in-Charge, including arranging, installing allequipments and testing instruments as required at site anddismantling the same after successful completion of tests, allcomplete.For 150mm N.B/D.N slotted / screen pipes upto 15 metrelength


12 Washing and developing of tube well with Air-compressor,pump & engine for not less than 8 hrs. contineous pumpingwith necessary arrangements for testing the yield in Gallonsper hr. including hire and labour charges for all tools & plantsetc. all complete. (Applicable for DTH drilling of Item no. 9)

item 9500.00

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(in Rs)1 Drilling of bore hole of suitable diameter upto required depth

by water jet system through any type of soil including hire andlabour charges for boring pipes, scaffolding, other tools andplants etc. and taking out the same all complete and otherincidental works in this connection. The bore hole should haveminimum 65 mm gap in between outside of the tube well pipeand the bore.i) for lowering 80 mm dia GI/PVC pipe Metre 255.00ii) for lowering 100 mm dia GI/PVC pipe Metre 278.00iii) for lowering 150 mm dia GI/PVC pipe Metre 600.00N.B.:- (a) Measurement will be taken below Ground Level taking Ground Level as zero forpayment.

(b) (i) For Siliguri Sub-Divn. / Alipurduar Sub-Division / Malbazar Sub-Division /Jalpaiguri Sub-Division the above rates shall be enhanced by 20%. (ii) Chopra Bolck(Under Uttar Dinajpur District) / Birbhum District / Purulia District / Bankura District /Paschim Medinipur District (except Ghatal, Daspur I & II Blocks), the above rates shall beenhanced by 10%. (c) In case, the bore hole is decided to be abandoned by the competent authority due tonon-availability of suitable thickness of aquifer capable of yielding desired discharge, thepayment for abandoned bore hole shall be made at the rate indicated against Item 1.(d) To arrived the cost for boring of a tube well of 80 mm dia with top enlargement of 150mm dia. of depth 30 meter having a total depth of boring 150 metre from GL e.g. 30 m x1(iii) + 120 m x 1(i) = 30m x Rs.600.00 + 120m x Rs. 255.00 = Rs.18,000.00 + Rs.30,600.00 =Rs.48,600.00

2 Labour charges for lowering of pipe, strainers, blank pipe etc.and fitting, fixing the same including cutting, threading wherenecessary complete including bucket washing and otherincidental works in this connection.(i) 80 mm dia G.I. Blank pipe, Bottom Plug with cutter, BrassJacketted / stainless steel strainer / PVC strainer /screen/slotted pipes .

Metre 75.00

(ii) 100 mm dia G.I. Blank pipe, Bottom Plug with cutter, BrassJacketted / stainless steel strainer. Metre 100.00

(iii) 150 mm dia. G.I. Housing pipe. Metre 145.00N.B. :- For lowering of PVC-U pipe rates for the item No. 2(i), 2(ii) & 2(iii) are to be reduced by 25%

3 a) Supplying and filling up of the annular space between theWell Pipe and the bore hole by coarse sand includingwatering as necessary as per direction of the Engineer-in-Charge.

Cum 762.00

b) Supply of gravel for use as pack in tube well of 2 mm to 4mm. size(as per IS: 4097) and gravel treatment of tubewellincluding screening, washing, cleaning etc. of the gravels atthe site, all complete as per direction of the Engineer-in-Charge

Cu.M. 2362.00

1.40 Light Duty Tubewell of size 150 mm × 80 mm / 100 mm Nominal Bore / Nominal Diamater.

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4 Supplying, fitting and fixing including supplying of suitablejointing compound for fixing in position, threading, if necessaryetc. all complete. (a) i) 80 mm. dia. Steel cutter piece upto 450 mm. long withsocket. Each 480.00

(a) ii) 100 mm. dia. CI cutter piece upto 450 mm. long withsocket. Each 350.00

(b) i) 80 mm. X 150 mm. M.S. heavy type belmouth reducingsocket (6 mm. thick). Each 790.00

(b) ii) 100 mm. X 150 mm. M.S. heavy type belmouth reducingsocket (6 mm. thick). Each 800.00

(c) 150 mm dia G.I. threaded top cap fixed in position. Each 600.00(d) 80 mm dia plug of approved make conforming to I.S.Specifications. Each 160.00

(e) (i) 80 mm. X 150 mm. UPVC reducing socket . Each 460.00(e) (ii) 100 mm. X 150 mm. UPVC reducing socket . Each 500.00

5 Washing and development by pumping with 30 cum per hourcapacity pump for a period till sand free water comes out andthe discharge is about 30 cum per hour, followed by final yieldtest; inclusive of all tools, plants and scaffolding and hirecharge of submersible pump, generator etc. all complete

EachTubewell 4840.00

6 Charges for Mobilisation of drilling equipments, tools andplants etc. and transportion of departmental materials fromSub-divisional store to work site and returning excessdepartmental materials if any, to Sub-divisional store aftercompletion of work.


7 Making arrangement and showing verticality test and soundingtest including cost / hire charges of necessary tools andplants, scaffolding, labour etc. all complete as per direction ofEngineer-in-Charge.

EachTubewell 910.00

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(in Rs)1 Drilling of bore hole of suitable diameter up to required depth

for lowering 80 mm diameter G.I. Pipe by water jet system /hand sludge method through any type of soil including hire andlabour charges for boring pipes, scaffolding, other tools andplants etc. and taking out same complete.

Metre 165.00

N.B.:- (a) Measurement will be taken below Ground Level taking GroundLevel as zero for payment. (b) (i) For Siliguri Sub-Divn. / Alipurduar Sub-Division / Malbazar Sub-

Division / Jalpaiguri Sub-Division the above rates shall be enhanced by20%. (ii) Chopra Block (Under Uttar Dinajpur District) / Birbhum District /

Purulia District / Bankura District / Paschim Medinipur District (exceptGhatal, Daspur I & II Blocks), the above rates shall be enhanced by 10%. (c) In case, the bore hole is decided to be abandoned by the competent

authority due to non-availability of suitable thickness of aquifer capableof yielding desired discharge, the payment for abandoned bore hole shallbe made at the rate indicated against Item 1.

2 (a) Extra over rate of drilling in soil for boring through hardcompact clay by rotational hand sludge method including hireand labour charges for boring pipes, scaffolding, other toolsand plants etc. and taking out same complete (total boring bythis method not to exceed seven metre).

Metre 190.00

(b) Extra over rate of drilling in soil for boring through boulders(Sand stones, etc.) beyond initial 7 (seven) metres bycombination of hammering and hand sludge method includinghire and labour charges for boring pipes, scaffolding, othertools and plants etc. and taking out same complete (totalboring by this method not exceeding nine metres)

Metre 690.00

N.B.:- Execution of Item 2(a) & 2(b) shall be limited within the area underlaid by Piedmont Zone in Jalpaiguri District except Sadar, Mainaguri andRajgunj Block; Siliguri Sub-Division and Tufanganj - I & II Block.

3 Labour charges for lowering of pipe, strainers, blank pipes etc.and fitting fixing the same including cutting, threading wherenecessary complete including bucket washing and otherincidental works in this connection.(i) 80 mm dia. G.I. Pipe with bottom plug. Metre 75.00(ii) 80 mm dia brass jacketted / stainless steel strainer. Metre 75.00(iii) 80 mm dia G.I. blank pipe. Metre 75.00

4 Supplying and filling up of the annular space between the WellPipe and the bore hole by coarse sand including watering asnecessary as per direction of the Engineer-in-Charge. Cum 762.00

1.50 Shallow Tubewell of size 80 mm dia. fitted with Electrical / Diesel Engine Pump Sets.

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5 Supplying, fitting and fixing including supplying of suitablejointing compound for fixing in position, threading, if necessaryetc. all complete. a) 80 mm dia Steel cutter piece upto 450 mm long with socket Each 480.00

b) 80 mm dia M.S. threaded top cap fixed in position. Each 110.00c) 80 x 80 x 40 mm dia G.I. Pendent / Bombey Tee Each 420.00d) i) 40 mm dia MAYA hand pump no. 6. Each 1880.00d) ii) domestic pump of approved make 40/50 mm dia Each 1450.00e) 50 mm long 80 mm dia G.I. nipple. Each 60.00f) 50 mm long 40 mm dia G.I. nipple. Each 40.00g) 250 × 50 × 6 mm thick, 80 mm dia., M.S. Supporting clamp with 2 Nos. 12 mm dia. 65 mm long bolts, nuts, washer, on each side.

Set 1050.00

h) 80 mm dia plug of approved make conforming to I.S.Specifications. Each 155.00

6 Washing and development by pumping with 30 cum per hourcapacity pump for a period till sand free water comes out andthe discharge is about 30 cum per hour, followed by final yieldtest; inclusive of all tools, plants and scaffolding and hirecharge of centrifugal pump set and other fittings as necessaryall complete.


7 Supplying 80 mm dia. P.V.C. Hose Pipe of approve make andbrand. Metre 145.00

8 Supplying 80 mm dia. Heavy type Hose clamp. Set 15.009 Supplying 80 mm dia. G.I. Tail Piece suitable for connecting

Hose Pipe with Pendent Tee and suction side of pump. Each 105.00

10 Labour charges for installation of 5 H.P. Diesel Engine PumpSets on base plate, including fixing, aligning and connectingthe suction side of the pump set with Pendant Tee by HosePipe, Hose Clamp and Tail Piece.


11 Labour charges for testing of 5 H.P. Pump set at site for atleast 1 (one) hour including supplying necessary fuels andlubricants.


12 Charges for Mobilisation of drilling equipments, tools & plantsetc. and transportation of departmental materials from sub-divisional store to work site and returning excess departmentalmaterials if any, to sub-divisional store after completion ofwork.

EachTubewell 930.00

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(in Rs)1 Hire charge of generators including accessories and

operational personnels for aquifer parameter test includingtransporation, fuel, lubricant, electrical connections etc.complete ( 2 nos generators - one running & one stand by foruninterrupted power supply to be arranged for each site).

i) 10 K.V.A Per day 4720.00ii) 20 K.V.A Per day 8050.00iii) 30 K.V.A Per day 10080.00

2 Hire charges of submersible pump sets of 100 cum/hrcapacity, with column pipes, sluice valve, 90 bend, short piece, starter, mainswitch, cable etc. all complete as per instructionof Engineer-in-charge including testing equipments.

Each site 13420.00

3 Labour charges for lowering the submersible pump set,column pipes with necessary accessories including fitting &fixing the same in the tubewell including proper electricalconnection with generator all complete as per direction ofEngineer-in-charge and also withdrawal of the same aftercompletion of the test.

Each site 2620.00

4 Supplying and installing the following materials / furniture etc.including withdrawal of the same the cost of transportation allcomplete as per direction of Engineer .i) Tent ( 8 m x 6 m ) - 2 nos Each 1220.00ii) Tent ( 1.5 m x 1.5 m) - 4 nos ( for observation well) Each 350.00iii) Table ( 1.2 m x 0.6 m ) - 4 nos Each 130.00iv) Chair - 20 nos. Each 65.00

5 Making Electrical arrangements in tents & at site includingfitting, fixing of 2 Nos. White Metal Light (400W), 1 no. WhiteMetal Light (150W), 2 Nos. Stand Fan, 2 Nos. Tube Light, 2Nos. CFL Lamps (24W) on hiring basis from the Generatorduring the total period of the stipulated test as per direction ofthe Engineer-in-charge .

Per day 1220.00

1.60 Performance of Pumping Test (for evalution of aquifer parameters)

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13 of 15



(in Rs)1 Withdrawal of 50 mm dia. G.I. Pipe from existing Piezometric

Tubes by any means (Measurements will be done as perlength of pipe and the rate is inclusive of hire charges of tulesand plants).

PWD (S&P) SOR 2015,

(i) Upto 20 Metres below G. L. Metre It-1a(ii), P-52

(ii) Beyond 20 Metres below G. L. Metre It-1b(ii), P-53

2 Withdrawal of 40 mm dia. G.I. Pipe & strainers from existingPiezometric Tubes by any means

PWD (S&P) SOR 2015,

(i) Upto 20 metres below G.L. Metre It-1a(i), P-52

(ii) Beyond 20 metres and upto 150 metres below G.L. Metre It-1b(i), P-53

(measurement will be done as per length of pipes andstrainers, and the rate is inclusive of hire charges of tools andplants).

3 Supplying, fitting and fixing 50 mm × 40 mm. dia. Heavy typeG.I. reduceing socket with I.S. Mark. Each PWD

4 Supplying, fitting and fixing 50 mm. dia. G.I. Top Cap(Internally threaded) with I.S. Mark. Each PWD

5 Labour charges for boring tube well of required dia. by waterjet sustem through any type of soil strata including hire andlabour charges for boring pipes,scaffolding, tools and plants as necessary and taking out them and lowering pipes, strainers ,blind pipe etc. and fitting and fixing the same completeincluding bucket washing and otherincidental works in theconnection . the tube well should have a minimum 50 mm gapin between the outside of the tubewell pipe and the bore.

PWD (S&P) SOR 2015,

(a) 80 mm. dia. Metre It-1a(iii),P-45

(b) 50 mm. dia. Metre It-1a(ii),P-45

(c) 40 mm. dia. Metre It-1a(i),P-45

7 Cleaning and washing of withdrawn G.I. pipes and strainersand other accessories including supply and application ofchemicals and stacking the serviceable materials seperatelyas directed. The chemical should be selected and applied asper direction of the Engineer-in-charge. (apllicable incase ofwithdrawal of existing P.tube)(i) 80 mm dia. Metre 13.00

(ii) 50 mm. dia. Metre 12.00

(iii) 40 mm. dia. Metre 11.00

8 Bucket washing with the help of suitable bucket after applyingChemical treatment including supply of chemical re-agents &necessary labour for this work complete. (Only for repair /washing & cleaning works).

Each 750.00

9 Pumping with hand pump for at least 3 hours till sand freewater is available from piezometric tubes including carrying,loading, un-loading & hiring charge of pump etc. complete.

(i) Hand pump (Shallow well reciprocating pump) when water level iswithin atmospheric suction limit from G.L. Each 700.00

(ii) Hand pump (Deep well cylinder pump) when water level isbeyond atmospheric suction limit from G.L. Each 750.00

10 Charges for Mobilisation of drilling equipments, tools & plantsetc. and transportation of departmental materials and returningexcess departmental materials if any, to sub-divisional storeafter completion of work all complete for new P-tube, withdrawl& resinking etc.

Each point 750.00

1.70 PIEZOMETRIC TUBE

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11 Charges for Mobilisation/ transportation of tools & plants,chemicals, bucket, hand pump/cylinder etc etc. for washing &cleaning of existing P-tube, all complete.

Each 500.00

12 Washing and development by Air Compressor of adequetcapacity for a period of at least 2 hours till sand free watercomes out inclusive of hire and transportation charges of alltools & plants as necessary all complete as per direction ofEIC.(Applicable for 80 mm or above dia P.Tube with specificpermission of SE).

Each 1500.00

13 Cement concrete (1:2:4) base block of (600x600x300 mm) forfixing base of P.tube Each 675.00

14 Charges for opening & re-fixing the top cap of the Piezometrictube including hire & labour charges for tools & plants asrequired all complete.

EachSite. 25.00

15 Charges for opening and re-fixing the hand pump includinghire & labour charges for tools & plants as required allcomplete.

EachSite. 42.00

16 Labour charges for measuring water level from P.Tube/ Dugwell/ Tube well by water level indicator/ sounding/ tape etc.including hiring & carrying charges of tools etc.

Each 13.00

17 Charges for Collection of water sample as per direction indouble capped 'Alkhathena Bottle' of 500 ml Capacity i/csupply thereof.

Each 15.00

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ItemNo. Description of item Unit Rate

(in Rs)1 (A) Laying of P.V.C. pipes of different diameters within field

trenches in curve / straight line using P.V.C. fittings, viz. Bend, Tee, Reducer etc. and making leak-proof joints with couplersafter roughening the surface with wire brush and emery paperand applying solvent cement (The rate is inclusive of transportof pipes, fittings and solvent cement to be supplied by Deptt.and cost of earth cutting & back filling with same earthincluding breaking clods after laying of pipe line) all completeas per direction of Engineer-in-Charge. (Depth of trenchshould not be less than 1100 mm for pipe dia. upto 200 mmand 1250 mm for pipe dia. of 315 mm)

(i) 315 mm dia. Metre 100.00(ii) 200 mm dia. Metre 72.00(iii) 140 mm dia. Metre 71.00(iv) 110 mm dia. Metre 70.00

1 (B) Laying of Asbestos cement pressure pipes class-10 as perIS : 6530/1972 of different diameters within field trenches incurve/straight line using CI fittings, viz. horizontal or verticalbends, Risers pipes, Tee, Reducers etc. & making leakproofjoints within AC Couplings by push & fit method (The rate isinclusive transport of pipes, fittings from sub. divisional storesto the working point, materials will be supplied by departmentand cost of earth cutting & back filling after laying of pipe line)all complete as per direction of Engineer-in-Charge. (Depth oftrench should not be less than 1100 mm for pipe dia. upto 200mm)

i) 200 mm dia. Metre 76.00ii) 150 mm dia. Metre 74.00iii) 125 mm dia. Metre 72.00iv) 100 mm. dia. Metre 69.00

2 Labour Charges for fitting, fixing and laying, where necessaryof following M.S / G.I. / E.R.W. pipes and accessories (to besupplied departmentally) including transportation of the samecutting, threading, jointing and making leak-proof threaded /flanged joint at site, by using socket / rubber insertion, nutsand bolts etc. maintaining proper alignment and level - allcomplete - as per direction of Engineer-in-Charge.

(i)(a) 150 mm. dia. ERW pipe. Metre 143.00(i)(b) 100 mm dia. NB ERW / MS Pipes Metre 87.50

2 (ii) 150 mm X 150 mm x 25 mm dia. unequal tee, all endsthreaded and fitted with threaded cap on 25 mm. dia. endheavy duty M.S. sockets on other two ends.

Each 44.00

(iii) 150 mm. dia. M.S. screwed boss flange Each 29.00(iv) 110 mm dia. E.R.W. pipe 90° bend, both ends flanged. Each 120.00(v) 150 mm. dia. ERW pipe 90° return bend, both end flangedincluding supplying and fixing wooden block Each 286.00

(vi) 150 mm. dia. 300 mm. long special type water outer withsocket fitted at one end. Each 58.00

(vii) 200 mm. dia. 700 mm. long ERW pipe short piece, end tobe flanged and welded. Each 286.00

(viii) 200 mm. dia. 2330/235 mm.long ERW pipe piece, bothend to be flanged and welded. Each 457.00

(ix) 200 mm. dia. 525 mm. long ERW pipe short piece, oneend to be flanged and welded. Each 258.00

(x) 200 mm X 200 mm X 200 mm. ERW pipe equal tee with allends flanged. Each 143.00

2.10 LAYING OF P.V.C. PIPE LINE FOR HDTW, MDTW & R.L.I. SCHEMES AND A.C.P. PIPE LINE FOR MDTW AND MINI RLI SCHEMES.

2.00 LAYING OF PIPELINE


(in Rs)(xi) 200 mm X 200 mm X150 mm X 40 mm. ERW pipe crossfitted with threaded cap/plug on 40 mm. dia. end and flangedon all other ends.

Each 129.00

(xii) 150 mm. dia. special bend, both ends flanged. Each 86.00(xiii) 150 mm. dia. Butter Fly valve. Each 44.00(xiv) M.S. rectangular notch plate. Each 172.00(xv) 150 mm. dia. 700 mm. long ERW short piece, one end tobe flanged and welded . Each 258.00

(xvi) 150 mm. dia. 2330 mm. long ERW pipe short piece, bothend to be flanged and welded. Each 429.00

(xvii) 150 mm. dia. 525 mm. long ERW pipe short piece, oneend to be flanged and welded. Each 229.00

(xviii) 150 mm X150 mm X150 mm. ERW pipe equal tee, allends flanged. Each 215.00

(xix) 150 mm X150 mm X150 mm X 25 mm. ERW pipe cross,two ends fitted with 150 mm. dia. M.S. flange, one end fittedwith150 mm. dia. M.S. blank flange and the remaining endfitted with 25 mm.dia. M.S. plug / threaded cap.

Each 115.00

(xx) 350 mm. dia. C.I. Sluice valve. Each 86.00(xxi) 300 mm. dia. 2250 mm. Long ERW pipe, both end to beflanged and welded. Each 572.00

(xxii) 300 mm. dia. 800 mm. Long ERW pipe, one end to beflanged and welded. Each 343.00

(xxiii) 300 mm. dia. 600 mm. Long ERW pipe, one end to beflanged and welded. Each 315.00

(xxiv) 300 mm. dia. 600 mm. Long ERW pipe, both end to beflanged and welded. Each 315.00

(xxv) 300 mm X 300 mm X 300 mm. ERW pipe equal Tee, allend flanged. Each 200.00

(xxvi) 300 mm. dia. ERW pipe special bend, both endsflanged. Each 129.00

(xxvii) 300 mm X 300 mm X 300 mm X 40 mm. ERW unequalCross, two ends fitted with 300 mm. dia. M.S. flange, one endfitted with 300mm. dia. M.S. blank flange and remaining endfitted with 40mm. dia. M.S.plug / threaded cap.

Each 158.00

xxviii) 150mm. dia. C.I. Sluice valve. Each 58.00(xxix) 40 mm. dia. 30 cm. long G.I. pipe one end screwed andfitted with M.S. cap. Each 29.00

3 Labour charges for fitting, fixing 150 mm. dia. Alfa-AIfa valvewith 160mm. dia. P.V.C. riser pipe with the help of flangedP.V.C. tail-piece by joining the P.V.C. End of Tail-piece andriser pipe with coupler and flanged end of Tail-piece and Alfa-Alfa valve with rubber insertion, nuts and bolts etc. complete.

Each 119.00

4 Labour charges for fitting. fixing M.S. Special bend with 160mm X 200 mm. dia. P.V.C. reducer with the help of flangedtail-piece by joining P.V.C. end of tail-piece and 160 mm. endof reducer with coupler and flanged end of tail-piece andspecial bend with rubber insertion, nuts and bolts complete.

Each 119.00

5 Labour charges for fitting, fixing 200 mm × 200 mm × 160mm., 140 mm × 140 mm × 160 mm., 110 mm × 110 mm ×160 mm. P.V.C. Tee with 150 mm. dia. M.S. extension pieceby using P.V.C. tail piece.

Each 119.00

6 Labour charges for fitting, fixing 160mm. dia. P.V.C. Riserpipe with 150mm. dia. M.S. 90° bend by using P.V.C. tailpiece.

Each 119.00


(in Rs)7 a) Testing of pipe line system against leakage by filling the

distribution chamber with water and supplying water throughthe entire pipe line net work for at least 4 (four) hour includinghiring and transport of suitable generator, pump, tools andplants, fuel and lubricants, installation of the pump,connecting the same with pipe line net work, makingnecessary electrical connection and dimantling all these aftercompletion of test - all complete as per direction.

i) For H.D.T.W. Eachsystem 5950.00

ii) For M.D.T.W. Eachsystem 3967.00

b) Testing of pipe line system against leakages by filling thedistribution chamber with water and supplying water throughthe entire pipe line net work for at least 4 (four) hour byrunning the departmental Deasel Engine pumping set,including supplying necessary fuels & lubricants and hiringand transporting tools and plants all complete as per directionof Engineer-in-Charge.i) For Major R.L.I. Each System 5289.00ii) For Midi R.L.I. Each System 3526.00iii) For Mini R.L.I. Each System 2645.00

8 Labour charges for fitting, fixing 140 mm dia Flap valve with140 mm dia class-II UPVC riser pipe with the help of FTP(flanged tail piece) by joining the PVC end of the tail piece andriser pipe with coupler and flanged end of tail piece and Flapvalve with rubber insertion, nuts and bolts etc complete. (Rateinclusive of transportation from departmental store to worksite).

Each 115.00

9 Labour charges for fitting, fixing (150 x 200) mm dia M Sexpander with 200 mm dia UPVC pipe with the help ofFTP(flanged tail piece) by joining the PVC end of the tail pieceand 200 mm dia UPVC pipe with coupler and flanged end oftail piece and expander with rubber insertion, nuts and boltsetc complete. (Rate inclusive of transportation fromdepartmental store to work site).

Each 115.00

10 Labour charges for fitting, fixing 110 mm dia Flap valve with110 mm dia class-II UPVC riser pipe / with 100 mm dia. ACpresure pipe with the help of FTP (flanged tail piece) byjoining the PVC/ACP end of the tail piece and riser pipe withcoupler and flanged end of tail piece and Flap valve withrubber insertion, nuts and bolts etc. complete. (Rate inclusiveof transportation from departmental store to work site).

Each 115.00

11 Labour charges for fitting, fixing (150 x 140) mm dia M Sreducer with 140 mm dia UPVC pipe with the help of FTP(flanged tail piece) by joining the PVC end of the tail piece and140 mm dia UPVC pipe with coupler and flanged end of tailpiece and expander with rubber insertion, nuts and bolts etc.complete. (Rate inclusive of transportation from departmentalstore to work site).

Each 115.00

12 Erection, fitting, fixing of set of M S Quadruped inlet and outletpipe fittings for 1st chamber and 2nd chamber of Major RLIScheme. (Rate inclusive of transportation from departmentalstore to work site).

Each set of 1st and 2nd

chamber31731.00

13 Erection, fitting, fixing of set of M S Quadruped inlet and outletpipe fittings for HDTW / MIDI RLI Scheme. (Rate inclusive oftransportation from departmental store to work site). Each set 17628.00

14 Erection, fitting, fixing of set of M S Tripod inlet and outlet pipefittings for MDTW / MINI RLI Scheme. (Rate inclusive oftransportation from departmental store to work site).

Each set 13221.00


(in Rs)15 Installation of Diesel Engine Pumping set of any make / brand

and for RLI scheme on pump foundation over SAL sleeper (tobe supplied departmentally) by fixing nuts and bolts andmaking connection of suction hose and foot valve withnecessary fittings at the inlet end of the water pump and fittingfixing of 90° M S priming bend, sluice valve and delivery hosewith all necessary fittings at the delivery end of the waterpump, duly connected with the pipe line, maintaining properalignment and level including cutting holes on the wall of thepump house where necessary, mending good damages aftercompletion of the works as per direction of Engineer-in-charge. (Pump set and all accessories will be supplieddepartmentally).

a) For Major R.L.I. Scheme. Each Set 1534.00b) For Midi R.L.I. Scheme. Each Set 1023.00c) For Mini R.L.I. Scheme. Each Set 767.00

16 Supplying, fitting and fixing silencer arrangements made of 2nos. 40 mm NB × 900 mm long short pieces both endsstandard threaded from pipe of IS : 1239/90 (part-1) 1 no. 400mm NB GI reducing elbow both ends standard threaded, 1 no.40 mm NB GI socket and 1 no NB × 150 mm long GI nipple,all of IS 1239/90 (Part-2) all complete as per direction of EIC

Each 995.00


(in Rs)17 Supplying, fitting and fixing including transportation of sign

board for identifing the exact location of MINI RLI scheme(one at road side and other at site) the board will be made of3 mm thick MS plate of size 300 mm × 600 mm and fitted andfixed on 50 mm GI Pipe of IS 1239/90 (part-1) includingcutting, welding and writting of both sides of Sign board. Base - Yellow, and Words Red. Both bottom end of the stands pipewill be grouted in 1:2:4 CC on a single brick flat soiling. Thiswill include one materials and labour complete as per drawingand direction of EIC.

LS 3,900.00

18 Supplying 1 m × 0.6 m × 24 swg MS board containing list ofspout wise water users by making numbers of spout asdirected by EIC. The board should have base colour - Blackand words - White to be fitted and fixed on the wall of thepump house.

LS 1,000.00


(in Rs)

1 Laying and joining of R.C.C. spun pipes with matching collarsof different sizes mentioned below in field trenches includinghandling and carrying the pipes and matching R.C.C. collarsfrom field stack, lowering the same within the trench, propertypositioning and levelling on bricks laid flat, filling the annularspace between collar and the pipe joint with Jute braidingdipped in cement slurry, grouting with cement and sandmortar (1:2) mixed with approved quality water proofingcompound (5% by weight of cement) and curing all completeas per direction of Engineer-in-Charge (cost of bricks forlevelling, jute braiding and and cost of earth cutting & backfilling after laying of pipe line are included). (Depth of trenchshould not be less than 1425 mm & 1275 mm for pipe dia. 450mm & 300 mm respectively and 1200 mm & 1125 mm for pipedia. of 225 mm & 150 mm respectively)

(i) 2440mm. long 450mm. dia. Metre 179.00(ii) 1830mm. long 300mm. dia. Metre 157.00(iii) 1830mm. long 225mm. dia. Metre 113.00(iv) 1830mm. long 150mm. dia. Metre 97.00

2 Jointing the undermentioned R.C.C. pipe fittings (pipelinespecials) in the R.C.C. pipe line with matching R.C.C. collarsincluding handling and carrying the fittings and matchingR.C.C. collars from field stack, lowering in the trenches,properly levelling and positioning on bricks laid flat, filling theannular space between pipe fitting and collars with Jutebraiding dipped in cement slurry, grouting with cement andsand mortar (1:2) mixed with approved water proofingcompound (5% by weight of cement) and curing etc. completeas per direction of the Engineer-in-Charge (Cost of bricks forlevelling and Jute braiding are included).

(i) 450 mm × 450 mm × 225 mm. R.C.C. Tee Each 69.00(ii) 300 mm × 300 mm × 225 mm. R.C.C. Tee Each 65.00(iii) 225 mm × 225 mm × 225 mm. R.C.C. Tee Each 62.00(iv) 225 mm × 225 mm × 150 mm. R.C.C. Tee Each 61.00(v) 150 mm × 150 mm × 150 mm. R.C.C. Tee Each 52.00(vi) 450 mm × 300 mm. R.C.C. Reducer Each 69.00(vii) 300 mm × 225 mm R.C.C. Reducer Each 63.00(viii) 225 mm ×150mm. R.C.C. Cross Each 61.00(ix) 225 mm. R.C.C. Bend Each 61.00

3 Jointing the end of 150 mm. dia. M.S. extension pipe for spoutchamber with 150mm. end of R.C.C. Tee including carryingthe M.S. extension pipe from store to site, levelling andpositioning the end of extension pipe concentrically with150mm. end of R.C.C. Tee on bricks laid flat within the fieldtrench and jamming the joints with cement concrete (1:2:4)with stone chips 10 mm. down mixed with approved waterproofing compound 5% by weight if cement) of adequatethickness to provide a leak proof joint as per direction ofEnginer-in-Charge (Cost of bricks for levelling is included).

Each 86.00

4 Jointing plain end of 300 mm / 200 mm / 150 mm. dia. M.S.special bend from surge tanks / shore manifold withunderground R.C.C. pipe lines of 450mm. / 300mm. / 225mm. dia. by jamming with cement concrete (1:2:4) with 10mm. down stone chips mixed with approved water proofingcompound (5% by weight of cement) of adequate thickness toprovide a leak proof joint including carrying the special bendfrom departmental store to site, curing etc. as per direction ofEngineer-in-Charge.

Each 89.00

2.20 LAYING INCLUDING REPAIRING OF R.C.C. PIPELINE IN H.D.T.W./R.L.I. SCHEME


(in Rs)5 Installation / Erection of SurgeTank / Shore manifold (to be

supplied from Deptt. free of cost) over a rigid base of OrdinaryCement concrete (mix 1:2:4) with graded stone chips (20 mmnominal size) of Pakur variety of 1250 mm X 1250 mm X 150mm. over a single layer of brick flat soling and embedding thelegs of the surge tank/shore manifold within the concretebase including cost of all materials and labour and as perdirection of Engineer-in-Charge.

Each 2400.00

6 Plugging the open end of 450mm. / 300 mm. / 225 mm. / 150mm. dia. R.C.C. pipe line with cement concrete (1:2:4) withstone chips 20 mm. down mixed with water proofingcompound (5% by weight of Cement) of approved qualityincluding curing etc. complete as per direction of Engineer-in-Charge.

(i) 450mm. dia. R.C.C. pipe Each 286.00

(ii) 300mm. dia. R.C.C. pipe Each 229.00

(iii) 225mm. dia. R.C.C. pipe Each 200.00

(iv) 150mm. dia. R.C.C. pipeEach 143.00

7 Fitting and fixing of M.S. / G.I. / C.I. accessories and specialin pipe line (accessories & specials to be supplieddepartmentally) including supply of jointing materialsviz.rubber insertion, nuts & bolts, havoc Zink (Zink Oxide)complete as per direction of Engineer-in-Charge. (i) 150mm. dia M.S. delivery hose with tail piece and clamps. Each 35.00

(ii) 150mm. dia. Suction hose with clamps and foot valve. Each 35.00(iii) 350mm. dia. C.I. Sluice valve Each 72.00(iv) 150mm. dia. C.I. Sluice valve Each 58.00(v) 150mm. dia. C.I. NTP/ Alfa-Alfa valve. Each 58.00(vi) 300 mm / 200 mm /150mm. dia. M.S. special bend. Each 52.00(vii) 150mm. dia.90° M.S. bend with flanged ends Each 52.00(viii) 150mm. dia. M.S. riser pipe with flanged ends Each 52.00(ix) 80mm. dia 3 metres long G.I. pipe with one end flanged Each 58.00

(x) M.S. V-Notch plate Each 143.008 Repairing of leakages in collar joints of R.C.C. Pipe line by

opening the joints fully by chipping out the old morter,cleaning the pipe recesses and collar properly, and thereafterpositioning and levelling the pipes and collar, filling the annualspaces of joints with jute braiding dipped in cement slurry andgrouting with (1:2) cement morter mixed with approved qualitywater proofing compound (5% by wt. of cement) and curing allcomplete as per direction of Engineer-in-Charge.

(a) 450 mm dia. R.C.C. Pipe. Each Joint 126.00(b) 300 mm dia. R.C.C. Pipe. Each Joint 86.00(c) 225 mm dia. R.C.C. Pipe. Each Joint 72.00(d) 150 mm dia. R.C.C. Pipe. Each Joint 52.00

9 Taking out the damaged R.C.C. Pipe and two collars bydismantling two joints carefully, carrying and stacking thesame near the pump house, carrying new pipe and collarsfrom the field stack, lowering the same within the trench,properly positioning and levelling on bricks laid flat, betweencollar and the pipe joints with jute braiding dipped in cementslurry, grouting with cement and sand mortar (1:2) mixed withapproved quality water proofing compound (5% by weight ofcement) and curing all complete as per direction of Engineer-in-Charge.(a) 450 mm dia. R.C.C. Pipe. Each 235.00


(in Rs)(b) 300 mm dia. R.C.C. Pipe. Each 158.00(c) 225 mm dia. R.C.C. Pipe. Each 123.00(d) 150 mm dia. R.C.C. Pipe. Each 92.00Taking out the damaged R.C.C. Tee and 3 nos. collars bydismantling three joints carefully, carrying and stacking thesame near the pump house, carrying new R.C.C. Tee andcollars from the field stack, lowering the same within thetrench, properly levelling and positioning on bricks laid flat,filling the annual space betwen pipe fitting and collars with jutebraiding dipped in cement slurry, grouting with cement andsand mortar (1:2) mixed with approved water proofingcompound (5% by weight of cement) and curing etc. completeas per direction of Engineer-in-Charge.(a) 450 mm × 450 mm × 225 mm R.C.C. Tee. Each 200.00(b) 300 mm × 300 mm × 225 mm R.C.C. Tee. Each 186.00(c) 225 mm × 225mm × 225 mm R.C.C. Tee. Each 172.00(d) 225 mm × 225 mm × 150 mm R.C.C. Tee. Each 158.00(e) 150 mm × 150 mm × 150 mm R.C.C. Tee. Each 143.00

11

Taking out the condemmed 150 mm dia. N.T.P./T.P./ Alfa-Alfavalve from 150 mm dia. M.S./G.I. pipe of existing spoutchamber by careful chiseling with least disburbance to theexisting system of structure upto required limit and fitting,fixing of new one with 150 mm dia. M.S./G.I. pipe in properposition of the spout chamber using havoc zinc jute so as tomake the joint leak proof including mending good all damagesand returning back the condemned materials at store as perdirection of Engineer-in-Charge.

Each 86.00

10


(in Rs)

1 Labour charge for replacement of different P.V.C. Accessoriesin different portion of P.V.C. Pipeline of HDTW / MDTW / RLIincluding taking out of the existing damage accessories, andexcluding the supplying the new accessories of 4 Kg./cm²capacity and as per I.S. specification at site and fitting,fixingthe same by joining with solvent cement (cost inclusive) afterroughening up the surface with wire brush, emery papers etc.,to make the joint leak proof all complete as per direction of theEngineer-in-Charge.

(i) 200 mm X160 mm. P.V.C. Reducer Each 85.00(ii) 160 mm X140mm. P.V.C. Reducer Each 85.00(iii) 200 mm X 200 mm X 160 mm. P.V.C.Tee Each 127.00(iv) 140 mm X 140 mm X 160 mm. P.V.C.Tee Each 127.00(v) 140 mm X 140 mm X 200 mm. P.V.C.Tee Each 127.00(vi) 110 mm X 110 mm X 140 mm. P.V.C.Tee Each 127.00(vii) 110 mm X 110 mm X 160 mm.dia. P.V.C. Tee Each 127.00(viii) 200 mm X 200 mm X 200 mm. P.V.C.Tee Each 127.00(ix) 140 mm. dia. 90°/60° & 45° long bend Each 106.00(x) 200 mm. dia 90°/ 60°/ 45° long bend Each 106.00(xi) 160 mm. dia. 90° long bend Each 106.00(xii) 150 mm. dia. . 90°/ 60° & 45° long bend Each 106.00(xiii) 160 mm. dia.flanged tail piece fitted with special bend Each 138.00(xiv) 160 mm. dia. flanged tail piece fitted with Alfa-Alfa valve Each 138.00

2 Repair of puncture/holes of any size in existing P.V.C.Pipeline of HDTW/MDTW/RLI by placing half round P.V.C.Pipe section of required size to cover the holes/ puncturehaving adequate bearing on all sides and joining the halfround section with solvent cement after roughening thesurface with wire brush, emery paper to make the joint leakproof as per direction of the Engineer-in-Charge (costinclusive of supplying solvent cement at site andtransportation of required length of P.V.C. Pipe to be issueddepartmentlly, for cutting half round section, from Sub-Divisional Stores to site)

Eachjoint

(i) 315 mm dia. P.V.C. Pipe line — Do — 101.00(ii) 200 mm dia. P.V.C. Pipe line — Do — 89.00(iii) 140 mm dia. P.V.C. Pipe line — Do — 63.00(iv) 110 mm dia. P.V.C. Pipe line — Do — 50.00

3 Labour charge for replacement of damage P.V.C. Pipe of anylength in the Pipe line of HDTW / MDTW / RLI with a newpiece of pipe to be issued departmentally after taking out thedamage pipe from the existing pipe line by cutting withhacksaw and joining the new pipe with the existing pipe usingtwo numbers couplers of 4 Kg./cm² capacity after rougheningup surface with wire brush, emery paper and applying thesolvent cement (cost inclusive) to make the joint leakproof asper direction of Engineer-in-Charge excluding supply of thecouplers as per I.S.I. Specification at site and transportingdepartmentally issued pipes from Sub-Divisional Store to theSite.

Each set of replacement

(i) 315 mm. dia. P.V.C. pipe — Do — 318.00(ii) 200 mm. dia. P.V.C. pipe — Do — 265.00(iii) 160 mm. dia. P.V.C. pipe — Do — 265.00(iv) 140 mm. dia. P.V.C. pipe — Do — 212.00(v) 110 mm. dia. P.V.C. pipe — Do — 212.00

2.30 REPAIR OF P.V.C. PIPELINES OF HDTW / MDTW / RLI SCHEME

Item No Description of item Unit Rate

(in Rs.)1 Placing and positioning the Centrifugal pump motor

set on the pump base / pump house floor, aligningproperly with necessary packing and fixing the setwith holding down nuts and washer includingcutting holes of requisite size in the floor / base,grouting the bolts and mending good all damages-complete as per direction of the Engineer-in-Charge.(i) 3 H.P./ 5 H.P. Capacity Set 356.00(ii) 10 H.P. Capacity Set 512.00(iii) 20 H.P. Capacity Set 684.00

2 Labour charges for connecting the pump set withthe shallow tubewell by fitting, fixing 80 mm dia.G.I. short piece with socket, 80 mm × 80 mm × 40mm. dia. Bombey Tee with leather valve and tailpiece and polythene house all complete as perdirection.

Set 184.00

3 Labour charges for fitting, fixing hand tubewell onthe Bombey Tee with 40 mm dia. G.I. Nipple as perdirection

Each 62.00

4 Labour charges for making delivery connection byfitting, fixing all complete as per direction.

(a) 50 mm. dia. G.I. Bend Each 123.00(b) 50 mm. dia. 1500 mm. long G.I. short piece with50 mm dia. G.I. Socket including cutting hole in thepump house wall. Each 156.00

(c) 65 mm × 80 mm. G.I. reducer. Each 92.00(d) 65 mm dia., 150 mm. long G.I. short piece. Each 92.00

3.00 INSTALLATION OF 3/5/10/20 H.P. CENTRIFUGAL PUMPING SET.



(in Rs.)1 (a) Dismantling of different H.P. 3 Phase, 380-400 Volt,

1440 RPM, 4/3 pole, 50 cycle for induction motors,removing old burnt out coil from slots carefully,segregating all the parts, washing and cleaning thesame thoroughly for verification of serviceable andunserviceable parts as per direction of E.I.C.(i) 3 H.P./ 5 H.P. 3 phase induction motor Each 97.00(ii) 17.5 H.P./ 20 H.P. 3 phase induction motor. Each 247.00(b) Dismantling of different H.P. 2800/2900/3000 RPMsubmersible motors, removing old burnt out coil fromslots carefully, segregating all the parts, washing andcleaning the same thoroughly for verification ofserviceable and unserviceable parts as per direction ofthe E.I.C.(i) 3 H.P./ 5 H.P. Submersible Motor. Each 97.00(ii) 12.5 H.P./15 H.P. Submersible Motor. Each 215.00(iii) 17.5 H.P./ 19.25 H.P./ 20 H.P. Submersible Motor. Each 233.00(iv) 21 H.P./ 22.5 H.P. Submersible Motor. Each 255.00(v) 25 H.P. Submersible Motor. Each 268.00(vi) 30 H.P. Submersible Motor Each 282.00

2 Rewinding with approved quality Super Enamel copperwinding wire of standard guage as provided by motormanufacturer including slot insulation as per IndianElectrical Rules, shouldering the cable joints properly,taping with 660 V. Grade water proof tape, making newloop terminals heating and vernishing with 'E' classgolden vernish (Jhonson & Nicolson make) so as todevelop original rated rpm, supplying all necessarymaterials as mentioned above and reassemblying themotor.(a) 3 H.P. / 5 H.P. 3 Phase, 410-440 votls, 50 Hz, 2 / 4pole induction Motor(i) Supply of super enamelled dual coated copper wireconforming IS 13730, 1996, part 13 (18 swg to 22 swg).required max. weight of super enamelled copper wire isgiven as: Crompton/NGEF/Sabar/Anil Venus etc. - 3.6Kgs, For GEC - 4.50 Kgs

Kg. 835.00

(ii) Labour charge for rewinding, soldering, heatvarnishing, bearing changing, reassemling etc. includingsupply of all materials excluding bearing as mentionedabove complete in all respect as per direction of E.I.C

Each 1261.00

(b) 17.5 H.P / 20 H.P 3 Phase, 415 votls, 50 Hz, 2 / 4pole induction Motor (i) Supply of super enamelled dual coated copper wire conforming IS 13730, 1996, part 13 (16 swg to 22 swg) Required max. weight of super enamelled copper wire is given below: 1) Elmeck/G.E.C(New) / Crompton/N.E.C - 10.2kgs. 2) Bicco/ A.E.I -13.1 Kgs. 3) GEC(old) - 13.5 Kg & 16.2 Kg. 4) Kirloskar(New) - 9.5 kg & 10.5 Kg 5) Kirloskar(old) - 12 Kg. 6) Crompton(old) -12.5 Kg. 7) NGEF- 10.5 Kg.

Kg. 835.00

2 (ii) Labour charge for rewinding, soldering, heatvarnishing, bearing changing, reassemling etc. includingsupply of all materials excluding bearing as mentionedabove complete in all respect as per direction of E.I.C

Each 2340.00

4.00 REPAIR OF ELECTRO MOTOR

1 of 6



(in Rs.)3 Rewinding of different H.P 3 phase, 410-440 volts, 50

Hz, 2 / 4 poles submersible motor of different make withPVC insulated copper winding wire (1mm to 2mm nom.dia.) as per IS 8783, 1995, part 4 Sec 1 (FINOLEX/INCABE make to be approved before use) as providedby the motor manufacturer including supplying fitting andfixing fire proof fibre chips on slots for keeping windingwires in position, taped by using water proof tape of 660volts grade with main cable and fitted with water tightcompound by using steel grip tape and vulcanisedrubber tape by heating, changing thrust plate, ballretainer and ball including supplying fitting, fixing ringscirclips for thrust plate, water seal ring, diaphragm, bushbearing etc. complete as per direction of E.I.C(a) 3 H.P / 5H.P 3 Phase, 410-440 votls, 50 Hz, 2 pole, 4 amps - 7 amps submersible Motor

(i) Supply of PVC insulated copper winding wireconforming IS 8783, 1995, part 4/ Sec 1 (1 mm nom.dia) Length of copper winding wire - max. 420 mts.

100 Mtr 1049.00

(ii) Labour charge for rewinding, water proofing, fittingand fixing fire proof fibre chips on slots for keepingwinding wires in position, taped by using water prooftape of 660 volts grade with main cable and fitted withtight compound by using steel grip tape and vulcanisedrubber tape by heating as per direction of E.I.C.

Each 1586.00

(b) 12.5 H.P / 15 H.P 3 Phase, 410-440 votls, 50 Hz, 2pole, 18 amps - 23 amps submersible Motor(i) Supply of PVC insulated copper winding wireconforming IS 8783, 1995, part 4/ Sec 1 (1.4 mm nom.dia) .Length of copper winding wire - max. 450 mts.

100 Mtr 2056.00

(ii) Labour charge for rewinding, water proofing ,fittingand fixing fire proof fibre chips on slots for keepingwinding wires in position, taped by using water prooftape of 660 volts grade with main cable and fitted withtight compound by using steel grip tape and vulcanisedrubber tape by heating as per direction of E.I.C.

Each 1745.00

(c) 17.5 H.P / 19.25 H.P / 20 HP 3 Phase, 410-440 votls,50 Hz, 2 pole, 26 amps - 30 amps submersible Motor(i) Supply of PVC insulated copper winding wireconforming IS 8783, 1995, part 4/ Sec 1.Length of copper winding wire - max. 450 mts.i-a) 1.5 mm nom. Dia for 17.5 H.P 100 Mtr 2329.00i-b) 1.6 mm nom. Dia for 19.25 H.P 100 Mtr 2622.00i-c) 1.7 mm nom. Dia for 20 H.P 100 Mtr 2933.00

3 (ii) Labour charge for rewinding, water proofing, fittingand fixing fire proof fibre chips on slots for keepingwinding wires in position, taped by using water prooftape of 660 volts grade with main cable and fitted withtight compound by using steel grip tape and vulcanisedrubber tape by heating as per direction of E.I.C.

Each 1823.00

(d) 21 H.P / 22.5 H.P 3 Phase, 410-440 votls, 50 Hz, 2pole, 30 amps - 33 amps submersible Motor(i) Supply of PVC insulated copper winding wireconforming IS 8783, 1995, part 4/ Sec 1 (1.7 mm nom.dia). Length of copper winding wire - max. 450 mts.

100 Mtr 2933.00

2 of 6



(in Rs.)(ii) Labour charge for rewinding, water proofing, fittingand fixing fire proof fibre chips on slots for keepingwinding wires in position, taped by using water prooftape of 660 volts grade with main cable and fitted withtight compound by using steel grip tape and vulcanisedrubber tape by heating as per direction of E.I.C.

Each 1903.00

(e) 25 H.P 3 Phase, 410-440 votls, 50 Hz, 2 pole, 37 amps submersible Motor(i) Supply of PVC insulated copper winding wireconforming IS 8783, 1995, part 4/ Sec 1 (1.8 mm nom.dia). Length of copper winding wire - max. 450 mts.

100 Mtr 3257.00


Each 1982.00

(f) 30 H.P 3 Phase, 410-440 votls, 50 Hz, 2 pole, 38 amps - 44 amps Submersible Motor(i) Supply of PVC insulated copper winding wireconforming IS 8783, 1995, part 4/ Sec 1 (2 mm nom.dia). Length of copper winding wire - max. 500 mts.

100 Mtr 3770.00


Each 2062.00

4 Testing of repaired motor by contious 8 hrs running onload as per direction of E.I.C. Each 455.00

5 Carriage of motor from store to workshop and back tostore after repair. This item is only applicable whenwritten permission is available from E.I.C. where there isno facility for such work in the sub- division.

Each 225.00

6 Deduction towards dismantled burnt enamelled copperwire from induction motor on the basis of actualmeasurement to be retained by the agency.(Note: In case of PVC insulated copper wire to arrive atnet burnt weight 10% deduction will be made)

Kg 207.00

7 Socketing with C.I socket at enlarged bearing housing ofany type of 17.5 H.P / 20 H.P motor by oversizing thebearing housing by machine turning & suppling newsocket of required size and fitting the same in bearinghousing.

Each 460.00

8 Heat varnishing with best quality (Johnson & Johnson /Dr. Beck/ Giliander) class 'E' insulating varnish ofrequired quantity for 3 course & uniform heating at 80° Cfor 48 hrs. with all cost of materials, labour ar perdirection of E.I.C.(Where rewinding is not required).(a) Insulating varnish 1/4 lit for 3 HP induction motor Each 273.00(b) Insulating varnish 1/2 lit for 10 HP induction motor

Each 582.00

(a) Insulating varnish 1 lit for 20 HP induction motor Each 755.009 Painting two coats of both inner & outer portion with best

quality synthetic enamel paint (to be approved beforeuse) including smoothing surface by sand paper forremoving old paint as per direction of E.I.C.

(a) Motor Each 182.00(b) Pump Each 136.00

3 of 6



(in Rs.)For 3 H. P. / 5 H. P.

10 (a) Supplying, fitting and fixing diaphragm. Each 26.00(b) Supplying, fitting and fixing 'O' Rings (consisting of4/8 nos.) Each 20.00

(c) Supplying, fitting and fixing winding protector of bothsides. (Top and Bottom) Each 26.00

(d) Supplying, fitting and fixing bearing bush as perapproval of the Engineer-in-charge. (four nos.) Each 167.00

(e) Supplying, fitting and fixing drain plug with packing & washer. Each 37.00

(f) Supplying, fitting and fixing of stud with clamp for topand bottom cover complete (consisting of 8 nos.) Each 28.00

(g) Sypplying, fitting and fixing stud for upper/lowerflange. Each 9.00

(h) Sypplying, fitting and fixing of water steel bolt. Each 42.00(i) Charge for jointing water proof cable with solderingwater proof insulation and proper jointing compoundincluding supplying the same and motor related materials complete (only cable will be supplied departmentally)

Each 45.00

(j) Repairing charge of damaged rotor including metalgrinding machining etc. of the rotor shaft to match withoriginal including supply in the regd. Materials complete.(Payment against this item will be made when this itemwill be made on the specific direction of the Engineer-in-charge).

Each 125.00

(k) Supplying fitting and fixing clutch on the thrust plateas per direction of Engineer-in-charge Each 117.00

(l) Supplying, fitting and fixing thrust bearing segmentwith steel bolts on the thrust bearing housing (set of sixnos.)

Each 50.00

4 of 6



(in Rs.)For 12.5 H.P. and above

11 (a) Repairing of damaged motor shaft by metaling withelectric welding and turning properly to house in thebearing space and coupling side teeth and also rectifyingthe dynamic balance of the rotor to its original alignmentto avoid any vibration all complete as per direction of theE.I.C.

Each 241.00

(b) Supplying, fitting and fixing the winding protector onboth sides (Top and Bottom) Each 73.00

(c) Supplying, fitting and fixing the bush bearing formotor in place of damaged as per approval and directionof the Engineer-in-charge. i) Top for Motor. Each 377.00ii) Bottom for Motor Each 461.00(d) Supplying, fitting and fixing drain plug made frombrass metal with gasket and washer (one for drain plugone for water filling plug and one for verting plug) Each 154.00

(e) Supplying, fitting and fixing stud bolt with nuts fortop and bottom cover Each 128.00

(f) Supplying, fitting and fixing stud bolt with nuts andwasher for upper flange as per sample Each 21.00

(g) Supplying, fitting and fixing thrust bearing retainer asper sample Each 98.00

(h) Jointing water proof cable with the leads of the motorincluding soldering with requisite water proof insulationand proper jointing compound/Vulcanized rubber tape sothat proper water proof insulation is assured.

Each set 105.00

(i) Supplying, fitting and fixing s.s. slip of rotor shaftincluding removing out of the old one as per direction ofthe E.I.C.

Each set 401.00

(j) Supplying, fitting and fixing feroasbestos lining on thethrust plate as per direction of the E.I.C Each 273.00

(k) Supplying fitting and fixing axiat thrust plate of motorshaft including supplying of key etc. all complete as perdirection of Engineer-in-chargei) 12.5 H. P. to 20 H. P. Each 583.00ii) 22.5 H. P. and above. Each 1333.00(I) Supplying, fitting and fixing pivot segment steel ballson the thrust bearing housing as per direction of theE.I.C. ( 6 nos. in one set with rubber guarder/Circlip etc.)i) 12.5 H.P. to 15 H.P. Each set 61.00ii) 17.5 H.P. to 20 H.P. Each set 67.00iii) above 20 H.P. Each set 76.00(m) Supplying, fitting and fixing of (thrust bearingsegment) Pivot segments (Set of 6) made fromphosphorus bronze as per sample and as per directionof E.I.C.i) 12.5 H.P. to 15 H.P. Each set 1636.00ii) 17.5 H.P. and above Each set 1909.00(n) Supplying, fitting and fixing the self aligning thrustplate of the motor shaft including supplying of key etc. allcomplete as per direction of E.I.C.

Each 188.00

(o) Re-assembling the submersible motor aftercompletion of rewinding and repainting and allied workwith the repaid spares parts or new spares wherenecessary (to be supplied departmentally on requisition)including checking of all accessories and supplyingnecessary screws nuts and fitting fixing the whole thingproperly as per direction the E.I.C.

Each 152.00

5 of 6



(in Rs.)12 Labour charge for checking up the dynamic balance of

the motor shaft for original allignment as per direcion ofEngineer-in-Charge.

Each 209.00

6 of 6


in Rs1 Installation of submersible electro motor pumping set of

following capacities by using necessary requisite, tools andplants by lowering the same within the tubewell housing pipeupto the following depth as per direction by fitting, fixingcolumn pipes and other accessories, fixtures with necessarynuts, bolts and washers and suspending the entire assembly ofpump set vertically by fixing the same supported by M.S.clamps over the top of housing pipe, binding the motor cablewith each column pipes and drawing cable upto pumpcontroller/starter point including opening out of the top cap ofhousing pipe of the tubewell and testing of motor both inloading as well as in unloaded condition before and afterinstallation of the same. (The rate is inclusive of hiring chargesof tools & plants.)(a)100/150/200 cubic metre per hour capacity electro motorpumping set.(i) Length of pump assembly not exceeding 18 metre length. Each set 1355.00(ii) Length of pump assembly of any length exceeding 18 metrelength.

Each set 1602.00(b) 30 cubic metre per hour capacity electro motor pumpingset.(i) Length of pump assembly not exceeding 18 metre length.

Each set 617.00(ii) Length of pump assembly of any length exceeding 18 metrelength.

Each set 739.002 Withdrawal of electro motor submersible pumping set of

following capacities from within the tubewell housing pipe ofthe following length by using all necessary requisites tools andplants and carefully as per direction of Engineer-in-Charge andstacking the same properly at site within the tubewell premises(a) 100/150/200 cubic metre per hour capacity electro motorpumping set.(i) Length of pump assembly not exceeding 18 metre length. Each set 862.00(ii) Length of pump assembly of any length exceeding 18 metrelength. Each set 1109.00(b) 30 cubic metre per hour capacity electro motor pumpingset.(i) Length of pump assembly not exceeding 18 metre length.

Each set 493.00(ii) Length of pump assembly of any length exceeding 18 metrelength. Each set 617.00

3 Installation of vertical turbine pump set by using necessaryrequisite tools and plants by lowering the same within thetubewell housing pipe upto the following length as per directionby fitting and fixing of Bowl Assembly, shaft with shaft coupling,oil tube, bearing and column pipes with necessary fixturesnamely stabilizer, Centre guide, discharge head, T.T. Plate,Nut, etc. all complete as per direction and stacking properlywithin tubewell premises. (The rate is inclusive of hiringcharges of tools and plants.)(a) 200 cubic metre per hour capacity pump assembly upto anydepth. Each set 3081.00

4 Withdrawal of vertical turbine pumping set from within thetubewell housing pipe upto the following depth by usingnecessary tools and plants and stacking each componentnamely Bowl assembly, housing pipe, oil tube, shaft, bearing,coupling, T.T. Nut bolt, discharge head, top shaft etc. within thetubewell premises as per direction all complete(The rate isinclusive of hiring charges of tools and plants). Each set 1725.00

5 (a) Dismantling Submersible pump / Bowl assembly suitablefor a capacity of 30 / 150 / 200 Cum per hour capacity againsta total head of 15 mtrs to 30 mtrs of different make andsegregating all spares fitted with the pump including washingand cleaning the same thoroughly for verification of servicableand unservicable spares as per direction of the Engineer-in- Each Item 110.00

5.00 INSTALLATION AND WITHDRAWAL OF V.T. & SUBMERSIBLE PUMP


in Rs(b) Dismantling vertical turbine pump suitable for a capacity of30 / 150 / 200 Cum per hour capacity against a total head of 15mtrs to 30 mtrs of different make and segregating all sparesfitted with the pump including washing and cleaning the samethoroughly for verification of servicable and unservicable Each Item 110.00

6 (a) Labour charges for re-assembling the submerssible pumpafter completion of repairing spare etc. and allied works withrepaired spares or new spares when necessary to be supplieddepartmentally which are not provided in schedule includingscrews, nuts, lubricating materials etc. as required as perdirection of Engineer-in-Charge. Each 466.00(b) Labour charges for re-assembling the vertical turbine pumpafter completion of repairing spare etc. and allied works withrepaired spares or new spares when necessary to be supplieddepartmentally which are not provided in schedule includingscrews, nuts, lubricating materials etc. as required as perdirection of Engineer-in-Charge. Each 466.00

7 (a) Painting 2 (two) coats of both inner and outer portion ofsubmerssible pump with best quality synthetic enamel paint ofapproved make and brand including smoothening surface bysand papering after removal of old paint as per direction ofEngineer-in-Charge.

Each 194.00(b) Painting 2 (two) coats of both inner and outer portion ofvertical turbine pump with best quality synthetic enamel paintof approved make and brand including smoothening surface by sand papering after removal of old paint as per direction ofEngineer-in-Charge.

Each 194.00For pump for 3 H.P. 5 H.P. motor

8 (a) Supplying, fitting and fixing of bearing bush made ofstainless steel as per required shape size duly approved by theEngineer-in-Charge

Each 175.00(b) Supplying, fitting and fixing of pump coupling as perrequirement Each 384.00(c) Supplying, fitting and fixing dynamic filter with circlip andrubber washer for lucricating pump bush as per dierction of theEngineer-in Charge Each 113.00(d) Supplying, fitting and fixing the bowl bush made ofphosphorus, bronze or in original suitable for particulars sizepump with water fitting screw as per direction of the Engineer-in-Chrge (four nos.) Each 229.00(e) Supplying, fitting and fixing the impeller seal ring made ofphosphorous bronze as per direction of the Engineer-in-Charge (four nos.) Each 266.00For pump for 12 H.P. Motor and above size

9 (a) Repairing of stage bowl and other spares when necessaryby welding, turning and rethreading including supplying andfitting, fixing new studs nuts, washers, impeller key, couplingkey with lock nut complete as per direction of Engineer-in-Charge Each 364.00(b) Repairing impeller by metallic gas/electric welding with gunmetal stick & turning, fitting, fixing in proper position asper direction of Engineer-in-Charge Each 477.00(c) Supplying, fitting and fixing stainless steel shaft as per sample and approval of the Engineer-in-Charge Each 938.00(d) Supplying, fitting and fixing G.M. sleeve to be fitted in theblowl bush/body bush suitable for specified R.P.M. Each 350.00(e) Supplying, fitting and fixing the body (Bowl) Bush (Suitablefor specified R.P.M. of pump (Motor set) as per direction of theEngineer-in-Charge. (two nos.) Each 468.00(f) Supplying, fitting and fixing stainless steel pump couplingas per sample. Each 521.00(g) Supplying, fitting and fixing steel sleeves with 2 Nos. S. S.Nut as per site and sample (two nos.) Each 250.00(h) Supplying, fitting and fixing ceramic filter with circlip andrubber guarder (original of a particular make of pump) Each 230.00(i) Supplying, fitting and fixing Impeller seal ring made ofphosphorous Each 343.00(j) Supplying, fitting and fixing sand guard made of Gun Metalas per direction of the Engineer-in-Charge Each 416.00


in Rs(k) Charges for repairing continuity test, insulation test byMegger no load test as per directioin of Engineer-in-Charge

Each 341.00


(in Rs.)1 Cleaning of annular space (1.2 metre dia) arround

housing pipe by excavation for exposing the top ofgravel layer, including making shoring andshuttering arrangement as necessary and removingthe spoils to a safe distance all complete as perdirection of the Engineer-in-Charge. (Measurementto be taken as depth excavated from floor level ofpump house).

Metre 495.00

2 Charges for placing 1.2 metre dia. 300 mm. wide,65 mm thick R.C.C. well ring made with cementconcrete 1:1.5:3 with stone chips and 0.8%reinforcement (including the cost of shuttering andreinforcement) cast at site in the annular spacearound the housing pipe, including supplying therings at site-all complete as per direction of theEngineer-in-Charge.

Metre 2,220.00

3 Sypply of acid component including all taxes andcharge and carrying cost at site.a) Sulphamic Acid Kg. 95.00b) Calcium Hypochlorite Kg. 75.00c) Hexameta Phosphate Kg. 85.00

4 Labour Charges for pouring the acid in requisitequantities in perforated polythine one cloth bag &submersing the bags within the tube well atdifferent stages of strainer with the help of stringovernight, weeping and their mixing and string theacid with surge block by air Compressor (includingback pressure) L. S.

Each 1,561.00

5 Development of tubewell with not less than 350 cfm150 psi capacity air compressor by surging andback washing for minimum 12 hrs includinglowering of eduction pipe, air pipe etc. uptorequired depth as per direction of Engineer-in-Charge including hire and transport charge of Aircompressor and other necessary tool and plantsand also cost of fuel / lubricants for air compressor.

Hrs. 1,158.00

6 Supply of gravel for use as pack in tube well of 2mm to 4 mm. size and gravel treatment of tubewell(as per IS: 4097/ 1967) including screening,washing, cleaning etc. of the gravels at the site, allcomplete as per direction of the Engineer-in-Charge

Cu.M. 2,362.00

6.00 SURGING AND MAINTENANCE OF TUBEWELL


(in Rs.)7 Labour charges & other charges for lowering of

drop pipe 7.5 cm. or 10 cm. dia for choke clearance& detection of parted point (for parted tubewell) onfitting necessary flanges buckets & otherattachment as may be required & withdrawing ofthe same after completion of work as many lifting &lowering required during the work without damagingany departmental material includinglowering ofsounding wire time to time as and when required.This includes labour & other charges for erection ofscaffolding for lowering & withdrawing drop pipe.

(i) Upto 60 metre depth. Metre 44.00(ii) Beyond 60 metres upto 150 metres. Metre 48.00(iii) Beyond 150 metres upto 200 metres. Metre 53.00

8 Labour charges & other charges for clearing ofparted particle like sand and gravel & foreignmaterials like brick bats etc. if any from inside thetubewell assembly from different depth adoptingsuitable method including use of suitable type ofcutter for loosening & breaking the depositedmaterials on subsequent operation of aircompressor of suitable capacity with gradual & timeto time lowering of compressor pipes, drop pipesetc. for required hours till the chockage is clearedupto the satisfaction of Engineer-in-Charge. (Therate included all labour charges & running cost ofmachinery but excluding lowering of drop pipe &other tools and plants but included labour chargesfor lower cutter, air pipe etc. to the required depthas needed.

(i) For clearance within 60 m depth. Metre 253.00(ii) Beyond 60 metres to 150 metres. Metre 303.00(iii) Beyond 150 metres to 200 metres. Metre 381.00

9 Labour charges & other charges for pouring water(if required in side the tubewell for operation of aircompressor during chemical treatment from outsidethe surface by any means including drawing pipeline or excavation earth channel hire charges oftools & plants etc. complete.

Eachtubewell 1,067.00


(in Rs.)10 Making of capsule for sealing parted portion at reducer on

cutting required length upto 10 ft. from 6 inches dia. Pipe (tobe supplied departmentally) including supplying fixing of 2nos., 2 inch, ½" to 1" width rubber ring 7.5 inches o.d. inbetween two M.S. on one end of the pipe & fizing of one flangeat middle position of pipe having outer dia. more than 8 inchesbut less than 11 inch. and also fixing of 2 nos. M.S. flangestype plate having other ¼ inch. less than inner dia. of housingpipe and setting of one to two nos. rubber packing ½ inch. to 1inch. thick and suitable outer dia. (just below the inner dia.) ofhousing on the other end of pipe as per direction. The capsulshould be prepared in such way so that it can guard the partedportion effectively and at the same time it can move throughthe assembly easily complying optimum pressure and also itrest on the reducer freely. (The rate including cut ting chargesnecessary welding, threading, matching and includingsupplying of two nos. M.S. ring, one no. M.S. flange, two nos.M.S. flange type plate, necessary rubber packing ring ofsuitable dia.and thickness, necessary rubberpacking ring ofsuitable dia and thickness necessary provision for loweringcapsul and includes all necessary carriage departmentalstores to workshop and to work site all complete.

EachTubewell 2,064.00

11 Labour charges & other charges for lowering ofsealing a capsul within the housing / reducer withthe help of 8 mm dia wire rope or by any otherarrangements on employing optimum thrust withthe help of 3 inch. dia of pipe & placing the capsulin proper position to guard the parted portioneffectively including all the hire charges of tools &plants & labour charges & other incidental chargesetc. all complete (payment will be made only aftereffective sealing of parted zone).

EachTubewell 592.00

12 (i) Supplying of flexible wire rope of good quality 6mm dia. at site. Mtr. 18.00

(ii) Supplying suitable size dog clamp. Each 13.0013 Manufacturing of 160/140/110 mm dia. P.V.C.

strainer by making slot of suitable size as perdesign on the body of the P.V.C. pipe coveringsame with good quality nylon net and closerlywinding the same with good quality of coir rope(P.V.C. pipe to be supplied by their department)including all labour & transportation chargescomplete.

Mtr. 233.00


(in Rs.)14 Lowering of 160 /140 / 110 mm dia P.V.C. pipe,

strainer inside the existing tubewell by suitable wirerope / nylon rope, as may be deemed fit, afterjoining of P.V.C. pipes and coupler etc, usingsolvent cement (to be supplied departmentally) andplacing strainer in proper position by handling thepipe assembly with wire / nylon rope as perdirection of the Engineer-in Charge. The cost oflowering includes fixing suitable device like M.S.flanges, rubber packing etc where necessary andall transportation charges up to work site, butexcluding the cost of wire / nylon rope.

Mtr. 12.00


in Rs1 Shifting of barge to a suitable working site or place

from the R.L.I. site and blocking of the barge byarea clearance, earth cutting, winching, jacking,planking, block fixing and un-jacking and placing ofthe R.L.I. site including tools and plants for blocking.

(a) Twin Hull Barge(16'-6" × 9'-0" × 3'-0") Each 4,395.00

(b) Small Hatch Barge (22'-0" × 10'-0" × 4'-6") Each 4,709.00

(c) Pump Barge/Big Hatch Barge (35'-0" × 13'-0" × 5'-6") Each 5,938.00

2 Removing the pump set installed on the barge fromthe foundation including disconnection, removal ofsuction and delivery assemblies from the barge to asecured place and re-fitting of the same properlyafter the maintenance of the barge.

Per set 1,278.00

3 Opening straightening and refitting of plates,angles, purlines, trusses, bollard, expanded metal/B.R.C. net, winch etc. as required and as perdirection of Engineer-in-Charge.(a) Twin Hull Barge (16'-6" × 9'-0" × 3'-0") Each 958.00(b) Small Hatch Barge (22'-0" × 10'-0" × 4'-6") Each 958.00(c) Pump Barge/Big Hatch Barge (35'-0" × 13'-0" ×5'-6") Each 1,439.00

7.00 REPAIR OF STEEL BARGE AND OTHER SIMILAR NATURE OF WORKS


in Rs4 Patch/Doubling works complete with M.S. plate

including welding, gas cutting, fitting, fixingcomplete.(a) Cost of 5 mm M.S. plate including wastage dueto cutting, including labour charges for straighteningfitting, fixing in position.

Sqm 2,580.00

(b) Gas cutting to required size of upto 8 mm thickM.S. plate, Channel, Angle etc. including labourcharges, hire charges for all tools and plants. Metre 197.00

(c) Electric welding charges of upto 8 mm M.S. plateM.S. channels etc. and other member of the bargeincluding hiring charges of all tools and plants. Metre 461.00

5 Supply, fitting, fixing complete:(a) Galvanised corrugated iron sheet work(excluding the supporting frame work) fitted andfixed with 10 mm. dia J or L hook-bolts, limpet andbitumen washers and putty complete with 150 mm.end lap and one corrugation minimum side lap, with0.60 mm thick in roof. (Payment to be made on areaof finished work) (GCI sheet to be supplied bycontractor)

Sqm 725.00

(b) Galvanised iron sheet ridging fitted withnecessary bolts, screws, washers etc complete.(225 mm end lapping) with 0.60 mm sheets, 300mm lapping each way.

Metre 414.00

6 Supplying, fitting and fixing of I.R.C. net (75 mm ×25 mm × 10 swg) with nuts and bolts of the bargeincluding gas cutting etc.

Sqm 293.00

7 Supplying 1.5 mm (16 SWG) M.S. sheet fitted andfixed on one or both faces of M.S. bar etc. with pointwelding not more than 150 mm apart complete in allrespect and including cost of labour and materialsas per direction of Engineer-in-Charge.

Sqm 1,102.00

8a Supplying, fitting & fixing of M.S. angle (Size : 45mm × 45 mm × 6 mm) including gas cutting etc. Metre 233.00

8b Supplying, fitting & fixing of M.S. angle (Size : 50mm × 50 mm × 6 mm) including gas cutting etc. Metre 253.00


in Rs9 Supplying, fitting & fixing of M.S. flat bar 40mm × 6

mm for straightening the B.R.C. net including gascutting etc.

Metre 130.00

10 Supplying, fitting, fixing bolts with nuts & washer:(i) 10 to 16 mm dia:(a) Length up to 75 mm Kg. 130.00

11 (a) Supplying, fitting and fixing of M.S. channel(Size 75 mm × 40 mm × 6 mm) for base of manholecover including gas cutting.

Metre 331.00

(b) Drilling charges 12 mm dia hole for manholecover plate and M.S. channel base. Each 10.00

(c) Supplying, fitting and fixing of (1/16)" thicknessrubber insertion sheet with 12 nos. drilling hole forwatertight arrangement of manhole cover. Each 50.00

12 Chipping, scraping wire brushing and cleaning ofthe painted surface for keel, hull, frame,superstructure deck, fender both inside and outsideas per direction of the Engineer-in-Charge.

(a) Twin hull barge (total area 240 m2 approx.) Each 1,278.00

(b) Small hatch (total area 255 m2 approx.) Each 1,598.00(c) Pump/Big hatch barge (total area 650 m2approx.) Each 2,398.00

13 a) Cost of Doors (6'-0" × 3'-0") by point welding withB.R.C. net (75 mm × 25 mm × 10 SWG), 49 mm × 6mm M.S. flat bar, 6" hings 4 pcs. 10 " hasp bolts - 2nos. etc. complete as per direction of the Engineer-in-Charge.

Each 2,241.00

b) Supplying, fitting, fixing complete of 1" dia. M.S.rod for plate welding of M.S. plate of the Barge Metre 200.00


in Rs14 PAINTINGS :

(a) Priming one coat on steel or other metal surfacewith synthetic oil bound primer of approved qualityincluding smoothening surfaces by sand paperingetc.

Sqm 31.00

(b) Painting with best quality synthetic enamel paintof approved make and brand including smootheningsurface by sand papering etc. including using ofapproved putty etc. on the surface, if necessary :

On steel or other metal surface :a) With super gloss (hi-gloss) -i) One coat (with any shade except white) Sqm 55.00ii) Two coats (with any shade except white) Sqm 86.00b) With other than hi-gloss of approved quality-i) One coat (with any shade except white) Sqm 49.00ii) Two coats (with any shade except white) Sqm 77.00(c) Painting with superior quality aluminium paint ofapproved make and brand including smootheningsurface by sand papering etc. on steel surface :

(a) One coat Sqm 37.00(b) Two coats Sqm 62.00

15 Transportation charges for carrying of all thematerials, working devices etc. upto the schemeand back.

Each. 6,000.00


in Rs16 M.S. structural works with hollow sections (square or

rectangular shape) conforming to IS: 806-1957 & IS:1161-1958) connected to one another with bracket, gusset,cleat as per design, drawing & direction of Engineer-in-Charge complete including cutting to requisite shape &size, fabrication including metal arc welding conformingto IS: 816-1956 & IS: 9595 using electrodes of approvedmake and brand conforming to IS:814-1957, haulage,hoisting and erection all complete.The rate includes the cost of all M.S. Hollow section, allconsumables such as electrodes, gas and hire chargesof all tools and plants and labour reqired for executionand all incidental chages (such as electricity, labourinsurance) etc. complete.Payment to be made on the basis of calculated weight ofstructural memebrs of MS Holow Section as specified inrelevent IS code in finished work. Payment for gusset,bracket, cleat may be made by adding the actual weightof such items with weight of finished structural members.The rates are considered for a hight of erection 8 m. /2nd floor level from the ground. Add 1.5 % extra over therate for each additional floor or 4m. beyond the initial 8m. or part thereof.

For other Structural works MT 70,563.00


in Rs1 Labour charges for unloading the following materials

from Rly. wagons by head load and stacking the sameas per direction within the Rly. yards.

a) Steel, rods, coils etc. Ton 104.00b) Cement Ton 94.00

2 Charges for unloading of ERW/MS pipe of followingdiameter and 10 to 12 metre average length from anytype of Rly. wagons, manually or by engaging cranes ofappropriate capacity, and stacking the same within theRly. yards and cutting into pieces by using oxy-acetylene flame as per direction of the Engineer-in-Charge.a) 350 mm. dia. Metre 27.00b) 300 mm. dia. Metre 24.50c) 250 mm. dia. Metre 18.00d) 200 mm. dia. Metre 12.00e) 150 mm. dia. Metre 9.00(The Contractor is required to take delivery of thematerials immediately on arrival of the wagons, and tounload and stack the same at Rly. yard or station forimmediate removal to destination and clearing the Rly.yard or station within the permissible time limit. Anydemurrage, wherefage etc. that may have to be paid orany transit arrangement that the contractor may take toavoid such charges shall be entirely at his own cost).

3 Labour for loading the following materials into trucks,carts, boats etc. at lifting point and unloading thematerials at the destination and stacking the same asper direction including carriage by head load upto a leadof 100 metres at each end.

a) Steel rods, coils, etc. Ton 165.00b) Cement Ton 99.00c) ERW / MS Pipe i) 350 mm. dia. metre 36.50 ii) 300 mm. dia. metre 34.00 iii) 250 mm. dia. metre 27.50 iv) 200 mm. dia. metre 18.50 v) 150 mm. dia. metre 12.50 vi) 75 mm / 80 mm. dia. metre 7.00

4 Labour charges for each addl. carriage of 50 m by headload (or part threreof) beyond the initial 100 m at loadingor unloading points.a) Steel rods, coils etc. Ton 25.00b) Cement Ton 15.00

8.00 CARRIAGE OF MATERIALS


in Rs5 (i) Labour for loading R. C. Spun pipes (NP 2) into

trucks, carts etc. at lifting point & unloading thematerials at destination point & stacking the same instackyard or go-down as per direction including carriagewithin a lead of 100 m (or part thereof) at each end.

a) Pipes and collars of dia. 225-300 mm. metre 24.00b) Pipes and collars of dia. 450 mm. metre 29.50c) Pipes and collars of dia. 600 mm. metre 38.00d) Pipes and collars of dia. 750 mm. metre 41.00e) Pipes and collars of dia. 900 mm. metre 47.00(Add 20% extra for NP-3)(ii) Labour for loading A.C pipes into trucks, carts etc.at lifting point & unloading the materials at destinationpoint & stacking the same in stackyard or go-down asper direction including carriage within a lead of 100 m(or part thereof) at each end.a) 200 mm dia metre 5.50b) 150 mm dia metre 5.00c) 125 mm dia metre 4.75d) 100 mm dia metre 4.50

6 Extra rate for each additional carriage of 50 m (or partthereof) beyond initial lead of 100 m. at loading &unloading point.(a) Pipe & Collars of (NP 2) dia. 225-300 mm. metre 4.00(b) Pipe & Collars of (NP 2) dia. 450-525 mm. metre 4.50(c) Pipe & Collars of (NP 2) dia. 600-675 mm. metre 6.00(d) Pipe & Collars of (NP 2) dia. 750-825 mm. metre 6.50(e) Pipe & Collars of (NP 2) dia. 900 mm. metre 7.50(Add 20% extra for NP-3)

7 Carriage of miscellaneous materials over pucca road upto 5 km.distance

(a) Cement Ton 129.00(b) Steel Ton 149.00(c) ERW /MS pipe (i) 350 mm. dia. metre 17.00 (ii) 300 mm. dia. metre 12.50 (iii) 250 mm. dia. metre 10.50 (iv) 200 mm. dia. metre 8.50 (v) 150 mm. dia. metre 6.50 (vi) 75 / 80 mm. dia. metre 5.50

8 (i) Carriage of R.C. pipes & collars over pucca road upto5 Km. distance (for NP-2).(a) Pipe, Collars of 225 mm. dia. metre 7.50(b) Pipe, Collars of 300 mm. dia. metre 16.50(c) Pipe, Collars of 450 mm. dia. metre 26.50(d) Pipe, Collars of 600 mm. dia. metre 37.50(e) Pipe, Collars of 750 mm. dia. metre 49.00(f) Pipe, Collars of 900 mm. dia. metre 73.50(Add 20% extra for NP - 3)


in Rs(i)Carriage of A.C. pipes & collars over pucca road upto5 Km. distance.(a) Pipe, Collars of 200 mm. dia. metre 3.25(b) Pipe, Collars of 150 mm. dia. metre 2.00(c) Pipe, Collars of 125 mm. dia. metre 1.50(d) Pipe, Collars of 100 mm. dia. metre 1.00

9 (i)Extra rate for carriage of R.C. pipes & collars overpucca road beyond 5 Km. upto any distance (for NP-2).

(a) Pipes & collars of 225 mm. dia. m/km 0.75(b) Pipes & collars of 300 mm. dia. m/km 1.50(c) Pipes & collars of 450 mm. dia. m/km 2.50(d) Pipes & collars of 600 mm. dia. m/km 3.00(e) Pipes & collars of 750 mm. dia. m/km 3.75(f) Pipes & collars of 900 mm. dia. m/km 4.25(Add 20% extra for NP - 3)(ii)Extra rate for carriage of A.C. pipes & collars overpucca road beyond 5 Km. upto any distancea) 200 mm dia m/km 0.30b) 150 mm dia m/km 0.10c) 125 mm dia m/km 0.10d) 100 mm dia m/km 0.10Note : For the purpose of items of carriage of materialsover pucca road, and kutcha road (including earthenroads or morrum roads) if involved in part or full withinthe approved route chart shall be converted toequivalent pucca road by multiplying the distance ofkutcha road by a factor of 1.5 The distance includingequivalent distance shall be rounded off to 0.5 km.

10 Unloading from truck P.V.C. pipes of 300-200-160-140-110 mm dia 2 to 4kg/cm2 capacity and average lengthof 6 metre kept in telescopic arrangement and stackingin godown/site as per direction including carriage byheadload within lead of 50 metres

100 m. 87.00

11 Loading from truck P.V.C. pipes of 300-200-160-140-110 mm dia 2 to 4 kg/cm2 capacity and average lengthof 6 metre kept in telescopic arrangement and stackingin godown/site as per direction including carriage byheadload within lead of 50 metres.

100 m. 108.00

12 Carriage of P.V.C. pipes of 300-200-160-140-110 mmdia 2 to 4 kg / cm2 capacity and average length of 6metre kept in telescopic arrangement over Pucca /Kancha road for every 100 m of such pipe upto 100kilometre.

K.M. 8.75


in Rs13 Extra rate for carriage of P.V.C. pipes of 300-200-160-

140-110 mm dia 2 to 4 kg / cm2 capacity andaverage length of 6 metre kept in telescopicarrangement over Pucca / Kancha road for every 100mof such pipe beyond 100 kilometre upto any distance.Note: During loading, unloading and carriage,P.V.C.pipes are to be arranged telescopically. Measurementsare to be taken for individual pipe. The portion ofKancha road should be converted to equivalent lengthof Pucca road by multiplying with 1.5 and rounding of0.5 km.

K.M. 6.00

(a) Cement/Steel (i) For carriage beyond 5 km and upto 25 km Ton/Km 12.50

(ii) For carriage beyond 25 km and upto 50 km Ton/Km 8.50

(iii) For carriage beyond 50 km and upto any distance Ton/Km 5.50

(b) ERW/MS pipe(i) For carriage of 350 mm dia Beyond 5 km and

upto 50 km 100m/ Km 41.50

From 50 km upto any distance 100m/ Km 25.00 (ii) For carriage of 300 mm dia Beyond 5 km and upto 50 km

100m/ Km 33.00

From 50 km upto any distance 100m/ Km 20.75 (iii) For carriage of 250 mm dia Beyond 5 km and upto 50 km

100m/ Km 29.00

From 50 km upto any distance 100m/ Km 16.50 (iv) For carriage of 200 mm dia Beyond 5 km and upto 50 km

100m/ Km 25.00

From 50 km upto any distance 100m/ Km 12.50 (v) For carriage of 150 mm dia Beyond 5 km and Upto 50 km

100m/ Km 20.75

From 50 km upto any distance 100m/ Km 12.50 (vi) For carriage of 80 mm dia Beyond 5 km and upto 50 km

100m/ Km 16.50

From 50 km upto any distance 100m/ Km 9.7514 (A)Transportation of Submersible Electro Motor

Pumping set along with all other accessories andequipments including bend, sluice valve column pipesetc. from Sub-Divisional Store to worksite includingloading at the lifting point and unloading at the deliverypoint including necessary head load upto 100 metre atboth ends.(A). Carriage by road (a) Distance upto 50 km. (i) 100/150/200 cubic metre per hour (m3/hr) capacity electro motor pumping set with all otheraccessories etc.

Each set 3,124.00


in Rs (ii) 30 cubic meter per hour (m3/hr) capacity Electro motor pumping set with all other accessoriesetc.

Each set 586.00

14 (b) Additional distance for each 25 km. beyond 50 km. upto any distance.

(i) 100/150/200 cubic metre per hour (m3/hr) capacity electro motor pumping set with all otheraccessories etc.

Each set 235.00

(ii) 30 cubic meter per hour (m3/hr) capacity Electro motor pumping set with all other accessoriesetc.

Each set 47.00

(B) Carriage by boat (i) 100/150/200 cubic metre per hour (m3/hr) capacity electro motor pumping set with all otheraccessories etc.

Each set 3,124.00


Each set 586.00

(b) Additional distance for each 25 km. beyond 50 km.upto any distance. (i) 100/150/200 cubic metre per hour (m3/hr) capacity electro motor pumping set with all otheraccessories etc.

Each set 235.00


Each set 47.00

(B) Transportation of centrifugal Pumping set ofcapacity 30 cubic meter per hour for S.T.W.with all otheraccessories and equipments including bend, sluicevalve column pipes etc. from Sub-Divisional Store toworksite including loading at the lifting point andunloading at the delivery point including necessary headload upto 100 metre at both ends.

(A). Carriage by road (a) Distance upto 50 km. Each set 586.00(b) Additional distance for each 25 km. beyond 50 km. upto any distance. Each set 47.00

(B) Carriage by boat (a)Distance upto 50 K.M. Each set 586.00(b) Additional distance for each 25 km. beyond 50 km. upto any distance. Each set 47.00


in Rs15 Transportation of vertical turbine pump set and motor

along with all other accessories andequipmentsincluding bend, sluice valve bowel assembly,shaft, oil tube, column pipe, discharge head, bearing,coupling etc. including loading the same at lifting pointand unloading the same at the delivery point includingnecessary head load upto 100 meter at both ends andstacking the same within the tubewell premises as perdirection all complete.

15 (a) Distance upto 50 km. Each set 3,710.00(b) Distance upto any length beyond 50 km. for each 25km. or part thereof Each set 313.00

16 a)Transportation of Diesel Engine pumping set / Electro-Motor pumping set for Major R.L.I. of anymake/brand with necessary fixtures viz. M.S. bend, M.S.Pipes, Rubber Hose Pipe, Manifold, Surge tank, footvalve, non-return valve, tail piece, hose clamp, sluicevalve, priming chamber etc. over Pucca/Kancha roadfrom Sub-Divisional Store to worksite excluding loadingat the lifting point and unloading at the delivery point.

A. For Disel Engine(a) Carriage by Road : (i) Distance upto 50 km. Each Set 2,897.00 (ii) Distance beyond 50 K.M. for such additional 25 K.M. or part thereof. Each Set 209.00

(b) Carriage by Boat : (i) Distance upto 25 km. Each Set 2,897.00 (iii) Distance beyond 25 km. for such additional 5 km or part thereof. Each Set 209.00

B. For Electro Motor(a) Carriage by Road : (i) Distance upto 50 km. Each Set 2,083.00 (ii) Distance beyond 50 km. for such additional 25 km. or part thereof. Each Set 149.00

(b) Carriage by Boat : (i) Distance upto 25 km. Each Set 2,083.00 (iii) Distance beyond 25 km. for such additional 5 km. or part thereof. Each Set 149.00

16 b)Transportation of Diesel Engine pumping set / Electro-Motor pumping set for Midi R.L.I. of any make/brandwith necessary fixtures viz. M.S. bend, M.S. Pipes,Rubber Hose Pipe, Manifold, Surge tank, foot valve, non-return valve, tail piece, hose clamp, sluice valve, primingchamber etc. over Pucca/Kancha road from Sub-Divisional Store to worksite excluding loading at thelifting point and unloading at the delivery point.

A. For Disel Engine


in Rs(a) Carriage by Road : (i) Distance upto 50 km. Each Set 1,933.00 (ii) Distance beyond 50 K.M. for such additional 25 K.M. or part thereof.

Each Set 137.00

(b) Carriage by Boat : (ii) Distance upto 25 km. Each Set 1,933.00 (iii) Distance beyond 25 km. for such additional 5 km or part thereof. Each Set 137.00



c) Transportation of Diesel Engine pumping set / Electro-Motor pumping set for Mini R.L.I. of anymake/brand with necessary fixtures viz. M.S. bend, M.S.Pipes, Rubber Hose Pipe, Manifold, Surge tank, footvalve, non-return valve, tail piece, sluice valve, primingchamber etc. over Pucca / Kancha road from Sub-Divisional Store to worksite excluding loading at thelifting point and unloading at the delivery point.

A. For Disel Engine(a) Carriage by Road : (i) Distance upto 50 km. Each Set 1,450.00 (ii) Distance beyond 50 K.M. for such additional 25 K.M. or part thereof. Each Set 102.00

(b) Carriage by Boat : (i) Distance upto 25 km. Each Set 1,450.00 (iii) Distance beyond 25 km. for such additional 5 km or part thereof. Each Set 102.00



17 Carriage by road excluding, loading, unloading andstacking of diesel filled barrel of capacity 205 lits. or partthereof for the following distance.(i) Carriage over pucca road upto 50 km. distance. Each Brrl. 214.00


in Rs(ii) Extra rate beyond initial distance of 50 km. for each additional 25 km. or part. Each Brrl. 30.00

18 Carriage by boat excluding loading, unloading and stacking of Diesel filled barrel of capacity 205 litres orpart thereof for the following distance .(i) Upto 20 km. distance Each Brrl. 86.00(ii) Beyond 20 km. and upto 50 km. distance. Each Brrl. 107.00(iii) Beyond 50 km. distance for each additional 25 km. or part. Each Brrl. 22.00

19 Carriage by cart excluding loading, unloading andstacking of Diesel filled barrel of capacity 205 litres orpart thereof for the following distance.(i) Upto 10 km. distance. Each Brrl. 86.00(ii) Extra rate for carriage of diesel filled barrel beyondinitial distance of 10 km. for each additional 1 km or partthereof.

Each Brrl. 13.00

20 Loading of diesel filled barrel of capacity205 lts. or part thereof into the following transport manually or byother mean.(i) Over Truck Each Brrl. 9.00(ii) Over Boat Each Brrl. 10.00(iii) Over Cart Each Brrl. 5.00(the rates is inclusive of hire charges of necessaryaccessories and Tools & Plants)

21 Unloading of diesel filled barrel from the following transport and stacking the same as per direction Each Brrl.

(i) From Truck Each Brrl. 4.00(ii) From Boat Each Brrl. 9.00(iii) From Cart Each Brrl. 3.00

22 Loading of Diesel Engine and pumping set of 200 cubic metre per hour (m3/hr) capacity of anymake/brand with necessary accessories and fixturesnamely M.S. Bend, M.S. Pipes, Rubber Hose, Manifold,Surge Tank, foot valve, non-return valve, sluice valveetc. by any means into the following transport at liftingpoint having lead of 100 metres and unloading the sameat destination and stacking the materials properly at adistance not exceeding100 metre complete as perdirection of Engineer-in-Charge.

(i) Truck Each set 1,176.00(ii) Boat Each set 1,409.00


in Rs23 Loading of Electro Motor pumping set of any make

of 200 cubic metres per hour (m3/hr) capacity withnecessary accessories and fixtures viz. M.S. Bend, M.S.Pipes, Rubber Hose, Manifold, Surge Tank, Foot Valve,non-return valve, sluice valve etc. by any means into thefollowing transport at lifting point having a lead of 100metre and unloading the same at distination andstacking the same properly at a distance of about 100metre complete as per direction of Engineer-in-Charge.

(i) Truck Each set 659.00(ii) Boat Each set 847.00

24 Carriage of empty barrel of 205 litre capacity by puccaroad including loading and stacking at the destination asper direction and head load upto 100 m. at both end.

EachBarrel / Km 2.00

N.B. :- Rate for all items from Sl.No. 1 to 24, mentioned under this Chapter 13.00 under Heading "Carriage ofMaterials", covers and includes all cost of any ancillary constructionof temporary roads over field and / or culverts, repairing of existingroads and / or culverts, carrying materials by head-load, cart or boat,associated with the works, if not specifically mentioned otherwise inthe description of items.

25 i)Transportation of tripod set alongwith all otheraccessories & equipments including bend fromSubdivisional Store to work site including loading at thelifting point and unloading at the delivery point includinghead load upto 100 meter at both ends.A Carriage by road / boata) Distance upto 50 KM each set 1,654.00b) Additional distance for each 25 KM beyond 50 KMupto each set. each set 166.00

ii)Transportation of Quadruped set alongwith all otheraccessories & equipments including bend fromSubdivisional Store to work site including loading at thelifting point and unloading at the delivery point includinghead load upto 100 meter at both ends.

A Carriage by road / boata) Distance upto 50 KM each set 2,481.00b) Additional distance for each 25 KM beyond 50 KMupto each set. each set 248.00

Item No. Unit Rate

(in Rs.)

i. G.I. BYPASS &ARV M/F 1.5"X1.5X1" No 323.00ii. G.I. BYPASS & ARV M/F 2"X1.5"X1" No 417.00iii. G.I. BYPASS&ARV M/F 2.5"X1.5"X1" No 446.00iv. G.I. BYPASS & ARV M/F 3"X1.5"X1" No 590.00

i. Header Asly-2" with PVC Ball valve & Port for 3/4 " Ventury No 2806.00

ii. Header Asly-2" with PVC Ball valve & Port for 1 " Ventury No 2806.00

iii. Header Asly-2.5" with PVC Ball valve & Port for 1& 2 " Ventury

No 4415.00

iv. Header Asly-3" with PVC Ball valve & Port for 1& 2 " Ventury No 6209.00

i. C. I NON RETURN VALVE 1.5" No 2650.00ii. C. I. NON RETURN VALVE 2" No 7107.00iii. C. I. NON RETURN VALVE 2.5" No 8139.00iv. C. I. NON RETURN VALVE 3" No 9839.00

i. PVC Non Return Valve 32 mm No 289.00ii. PVC Non Return Valve 40 mm No 406.00iii. PVC Non Return Valve 50 mm No 516.00iv. PVC Non Return Valve 63 mm No 614.00v. PVC Non Return Valve 75 mm No 785.00vi. PVC Non Return Valve 90 mm No 1743.00

i. PVC AIR RELEASE VALVE MINI 1/2 " No 96.00ii. PVC AIR RELEASE VALVE MINI 3/4 " No 111.00iii. PVC AIR RELEASE VALVE MINI1 " No 128.00iv. DOUBLE ACT AIR/VACUUM RELEASE VALVE 1" No 711.00v. DOUBLE ACT AIR/VACUUM RELEASE VALVE 2" No 1852.00

i. BUTTERFLY VALVE C.I. 40 MM - 1.5” No 2515.00ii. BUTTERFLY VALVE C.I. 50 MM - 2” No 2740.00iii. BUTTERFLY VALVE C.I. 65 MM -2.5” No 3174.00iv. BUTTERFLY VALVE C.I. 80 MM -3” No 3357.00

SPRINKLER AND MICRO IRRIGATION SYSTEM

6

VALVES

Description of Items

1

2

3

4

5

Supplying , fitting and fixing of By -Pass Assembly of approved make and quality all complete as per direction of Engineer in charge.

Supplying , fitting and fixing of PP Header Assemblies of approved make and quality, all complete as per direction of Engineer in charge.

Supplying , fitting and fixing of CI Non Return Valve as per IS:

Supplying , fitting and fixing of PVC Non Return Valve as per IS 10805

Supplying , fitting and fixing of Air Release Cum Vacuum Breaker Valve of approved make and quality all complete as per direction of Engineer in charge.

Supplying , fitting and fixing of G.M. Gate Valve/ Throttle Valve as per IS:778

v. G. M. Valve 1/2” No 783.00vi. G. M. Valve 3/4” No 1026.00vii. G. M. Valve 1” No 1350.00viii. G. M. Valve 1 - 1/4” No 2246.00ix. G. M. Valve 1 - 1/2” No 2578.00x. G. M. Valve 2” No 3269.00xi. G. M. Valve 2 - 1/2” No 5374.00xii. G. M. Valve 3” No 7914.00

i. PVC Control Valve 25 mm No 246.00ii. PVC Control Valve 32 mm No 352.00iii. PVC Control Valve 40 mm No 490.00iv. PVC Control Valve 50 mm No 616.00v. PVC Control Valve 63 mm No 968.00vi. PVC Control Valve 75 mm No 1311.00vii. PVC Control Valve 90 mm No 2478.00

i. Flush Valve 40 mm No 78.00ii. Flush Valve 50 mm No 99.00iii. Flush Valve 63 mm No 106.00iv. Flush Valve 75 mm No 148.00v. Flush Valve 90 mm No 199.00

i. Pressure Gauge 2” Dial No 245.00ii. PG2 WITH P.G. ADAPTOR 1/4" FEMALE THR No 261.00iii. Pressure Gauge Glycerin Filled 2” Dial No 583.00iv. PGGF2 WITH P.G. ADAPTOR 1/4" FEMALE THR. No 604.00v. Pressure Gauge Cock 1/8” x 1/8” No 119.00vi. Pressure Gauge Cock 1/4” x 1/8” No 133.00

i. Hydrocyclone Separator 25 m³/hr 2” No 8418.00ii. Hydrocyclone Separator 40 m³/hr 2.5” No 10310.00iii. Hydrocyclone Separator 50 m³/hr 3” No 22197.00

i. Sand Filter10m³/hr-M Single No 18233.00ii. Sand Filter 20m³/hr-M Single No 19602.00iii. Sand Filter 25 m³/hr-M 2” Single With M.MF. No 28665.00iv. Sand Filter 40 m³/hr-M 2.5” Single With M.MF. No 36986.00v. Sand Filter 50 m³/hr-M 3” Single With M.MF. No 56152.00

3 Screen Filter (IS:12785-1994)

i. Screen Filter 7m³/hr1” No 319.00

7

8

9

Supplying , fitting and fixing of PVC Control Valve of approved make and quality all complete as per direction of Engineer in charge.

Supplying , fitting and fixing of PVC Flush Valve of approved make and quality all complete as per direction of Engineer in charge.

Supplying , fitting and fixing of Pressure Gauge & Acessories of approved make and quality all complete as per direction of Engineer in charge.

Filtration & Fertigation1 Supplying , fitting and fixing of Hydrocyclone Filter as per

2 Supplying , fitting and fixing of Sand Filter - Manual as per

3.1 Supplying , fitting and fixing of Screen Filter Plastic Body as

ii. Screen Filter 12m³/hr1.5” No 2250.00iii. Screen Filter 20-25m³/hr 2” No 3725.00iv. Screen Filter 40m³/hr 2.5” No 3880.00v. Screen Filter 40-50m³/hr 3” No 4544.00

i. Metal Screen Filter 10 m3/hr 2'' No 2635.00ii. Metal Screen Filter 20 m3/hr 2'' No 3661.00iii. Metal Screen Filter 30 m3/hr 2.5'' No 3661.00iv. Metal Screen Filter 40 m3/hr 3'' No 6631.00

i. Disc Clean Filter 7m³/hr1” No 1802.00ii. Disc Clean Filter 12m³/hr1.5” No 4173.00iii. Disc Clean Filter 20 -25 m³/hr 2” No 5486.00iv. Disc Clean Filter 30 m³/hr 2.5” No 6437.00v. Disc Clean Filter 40m³/hr 2.5” No 7895.00vi. Disc Clean Filter 40-50m³/hr 3” No 8677.00

4 Fertigation Unit

i. Ventury Assembly Complete 3/4’’ Plastic No 1173.00ii. Ventury Assembly Complete 1’’ Plastic No 3021.00iii. Ventury Assembly Complete 1.25’’ Plastic No 4012.00iv. Ventury Assembly Complete 1.5’’ Plastic No 5556.00v. Ventury Assembly Complete 2’’ Plastic No 7649.00

i. Manifold GI + GMV 1.5” x 3/4’’ No 2342.00ii. Manifold GI + GMV 2” x 3/4’’ No 4641.00iii. Manifold GI + GMV 2.5” x 3/4’’ No 7452.00iv. Manifold GI + GMV 3” x 3/4’’ No 10879.00v. Manifold GI + GMV 2” x 1’’ No 5002.00vi. Manifold GI + GMV 2” x 1.¼’’ No 5125.00vii. Manifold GI + GMV 2” x 1½’’ No 8679.00viii. Manifold GI + GMV 2.5” x 1’’ No 7672.00ix. Manifold GI + GMV 2.5” x 1.¼’’ No 7900.00x. Manifold GI + GMV 2.5” x 1½’’ No 11807.00xi. Manifold GI + GMV 3” x 1’’ No 10959.00xii. Manifold GI + GMV 3” x 1.¼’’ No 11614.00xiii. Manifold GI + GMV 3” x 1½’’ No 15139.00xiv. Manifold GI + GMV 3” x 2’’ No 15565.00

i. 30 LITER FERTIGATION EQUIPMENT No 10072.00ii. 60 LITER FERTIGATION EQUIPMENT No 13258.00iii. 90 LITER FERTIGATION EQUIPMENT No 14686.00iv. 120 LITER FERTIGATION EQUIPMENT No 16488.00v. 160 LITER FERTIGATION EQUIPMENT No 18527.00

3.2 Supplying , fitting and fixing of Screen Filter Metal Body as per

3.3 Supplying , fitting and fixing of Disc Clean Filter Plastic Body

4.1 Supplying , fitting and fixing of Ventury as per IS:14483- Part I

4.2 Supplying , fitting and fixing of Ventury Manifold Metal of approved make and quality all complete as per direction of Engineer in charge.

4.3 Supplying , fitting and fixing of Fertigation Tank of approved make and quality all complete as per direction of Engineer in charge.

uPVC Pipe for Agriculture

i. PVC pipe 32 mm x 10 kgf/cm2 Metre 44.00ii. PVC pipe 40 mm x 06 kgf/cm2 Metre 45.00iii. PVC pipe 40 mm x 10 kgf/cm2 Metre 68.00iv. PVC pipe 50 mm x 06 kgf/cm2 Metre 66.00v. PVC pipe 50 mm x 10 kgf/cm2 Metre 108.00vi. PVC pipe 63 mm x 04 kgf/cm2 Metre 70.00vii. PVC pipe 63 mm x 06 kgf/cm2 Metre 102.00viii. PVC pipe 63 mm x 10 kgf/cm2 Metre 168.00ix. PVCpipe 75 mm x 04 kgf/cm2 Metre 100.00x. PVC pipe 75 mm x 06 kgf/cm2 Metre 144.00xi. PVC pipe 75 mm x 10 kgf/cm2 Metre 240.00xii. PVC pipe 90 mm x 04 kgf/cm2 Metre 141.00xiii. PVC pipe 90 mm x 06 kgf/cm2 Metre 206.00xiv. PVC pipe 90 mm x 10 kgf/cm2 Metre 343.00

i. 75 mm OD Metre 383.00ii. 90 mm OD Metre 483.00iii. 110 mm OD Metre 625.00iv. 115 mm OD Metre 757:00v. 140 mm OD Metre 907.00vi. 160 mm OD Metre 1135.00vii. 180 mm OD Metre 1385.00viii. 200 mm OD Metre 1673.00ix. 225 mm OD Metre 2063.00

i. 75 mm OD Metre 498.00ii. 90 mm OD Metre 650.00iii. 110 mm OD Metre 876.00iv. 115 mm OD Metre 1091.00v. 140 mm OD Metre 1327.00vi. 160 mm OD Metre 1681.00vii. 180 mm OD Metre 2079.00viii. 200 mm OD Metre 2522.00ix. 225 mm OD Metre 3163.00

i. HD-Moulded Coupler 20 mm No 11.00ii. HD-Moulded Coupler 25 mm No 16.00iii. HD-Moulded Coupler 32 mm No 18.00iv. HD-Moulded Coupler 40 mm No 30.00v. HD-Moulded Coupler 50 mm No 49.00vi. HD-Moulded Coupler 63 mm No 95.00

1

1 Supplying , fitting and fixing of Socketed PVC Pipe 6 meter long as per IS:4985

HDPE Pipe1 Supplying , fittings & fixingof HDPE Pipes Grade -PE 80 (PN-

6.0)

2 Supplying , fittings & fixingof HDPE Pipes Grade -PE 80 ( (PN-10.0) as per IS: 4984

SUPPLYING, FITTINGS & FIXING OF PVC HD MOULDED COUPLER AS PER IS 7834 (HIGH DENSITY)

PVC Fittings

vii. HD-Moulded Coupler 75 mm No 122.00viii. HD-Moulded Coupler 90 mm No 192.00ix. HD-Moulded Coupler 110 mm No 290.00x. HD-Moulded Coupler 125 mm No 343.00

i. HD-Comb Female Thr. Adopter 25/32x3/4”F No 21.00ii. HD-Comb Female Thr. Adopter 25/32x1”F No 26.00iii. HD-Comb Female Thr. Adopter 32/40x1”F No 39.00iv. HD-Comb Female Thr. Adopter 32/40x1.25”F No 41.00v. HD-Comb Female Thr. Adopter 40/50x1.5”F No 43.00vi. HD-Comb Female Thr. Adopter 50/63x1.5”F No 54.00vii. HD-Comb Female Thr.Adapter 50X63X2” No 64.00viii. HD-Comb Female Thr. Adopter.63/75x2”F No 71.00ix. HD-Comb Female Thr. Adopter 63/75x2-1/2”F No 90.00x. HD-Comb Female Thr. Adopter 75/90x2.1/2”F No 139.00xi. HD-Comb Female Thr. Adopter 90/110x4”F No 268.00

i. HD-Comb Male Thr. Adopter 20/25x1/2”M No 6.00ii. HD-Comb Male Thr. Adopter 20/25x3/4”M No 8.00iii. HD-Comb Male Thr. Adopter 25/32x1/2”M No 10.00iv. HD-Comb Male Thr. Adopter 25/32x3/4”M No 11.00v. HD-Comb Male Thr. Adopter 32x40x1 1/4”M No 22.00vi. HD-Comb Male Thr. Adopter 40/50x1 -1/4”M No 35.00vii. HD-Comb Male Thr. Adopter 40/50x1 -1/2”M No 35.00viii. HD-Comb Male Thr. Adopter 50x63x1¼”M No 45.00ix. HD-Comb Male Thr. Adopter 50/63x1 -1/2”M No 47.00x. HD-Comb Male Thr. Adopter 50/63 x 2” M No 52.00xi. HD-Comb Male Thr. Adopter 63/75 x 2” M No 71.00

i. HD-Elbow (Equal) 20 mm 90º No 7.00ii. HD-Elbow (Equal) 25 mm 90º No 11.00iii. HD-Elbow (Equal) 32 mm 90º No 15.00iv. HD-Elbow (Equal) 40 mm 90º No 32.00v. HD-Elbow (Equal) 50 mm 90º No 52.00vi. HD-Elbow (Equal) 63 mm 90º No 78.00vii. HD-Elbow (Equal) 75 mm 90º No 148.00viii. HD-Elbow (Equal) 90 mm 90º No 247.00ix. HD-Elbow (Equal) 110 mm 90º No 504.00x. HD-Elbow (Equal) 125 mm 90º No 665.00xi. HD-Elbow (Equal) 140 mm 90º No 644.00xii. HD-Elbow (Equal) 160 mm 90º No 828.00xiii. HD-Elbow (Equal) 180 mm 90º No 1019.00xiv. HD-Elbow (Equal) 200 mm 90º No 1609.00xv. HD-Elbow (Equal) 20 mm 45º No 10.00xvi. HD-Elbow (Equal) 25 mm 45º No 15.00

2 SUPPLYING, FITTINGS & FIXING OF PVC HD-COMBINATION HD-FemaleThreaded ADOPTER AS PER IS 7834 ( HIGH DENSITY)

3 SUPPLYING, FITTINGS & FIXING OF PVC HD-COMBIINATION HD-MALE THREADED ADOPTER AS PER IS 7834 ( HIGH DENSITY)

4 SUPPLYING, FITTINGS & FIXING OF SUPPLING, FITTINGS & FIXING OF PVC HD-ELBOW (EQUAL) AS

xvii. HD-Elbow (Equal) 32 mm 45º No 26.00xviii. HD-Elbow (Equal) 40 mm 45º No 35.00xix. HD-Elbow (Equal) 50 mm 45º No 50.00xx. HD-Elbow (Equal) 63 mm 45º No 83.00xxi. HD-Elbow (Equal) 75 mm 45º No 131.00xxii. HD-Elbow (Equal) 90 mm 45º No 268.00xxiii. HD-Elbow (Equal) 110 mm 45º No 386.00

i. HD-End Cap (Plain) 20 mm No 5.00ii. HD-End Cap (Plain) 25 mm No 6.00iii. HD-End Cap (Plain) 32 mm No 11.00iv. HD-End Cap (Plain) 40 mm No 21.00v. HD-End Cap (Plain) 50 mm No 28.00vi. HD-End Cap (Plain) 63 mm No 38.00vii. HD-End Cap (Plain) 75 mm No 69.00viii. HD-End Cap (Plain) 90 mm No 112.00ix. HD-End Cap (Plain) 110 mm No 135.00x. HD-End Cap (Plain) 125 mm No 236.00xi. HD-End Cap (Plain) 140 mm No 333.00xii. HD-End Cap (Plain) 160 mm No 483.00xiii. HD-End Cap (Plain) 200 mm No 805.00xiv. HD-End Cap (Plain) 140 mm No 225.00xv. HD-End Cap (Plain) 160 mm No 322.00xvi HD-End Cap (Plain) 180 mm No 440.00xvii HD-End Cap (Plain) 200 mm No 590.00

i. HD-Threaded End Cap 1.25” (40 mm) No 26.00ii. HD-Threaded End Cap 1.5” (50 mm) No 34.00iii. HD-Threaded End Cap 2” (63 mm) No 42.00iv. HD-Threaded End Cap 2.5”(75 mm) No 61.00v. HD-Threaded End Cap 3” (90 mm) No 84.00vi. HD-Threaded End Cap 4” (110 mm) No 120.00

i. HD-Tail Piece 50 mm No 25.00ii. HD-Tail Piece 63 mm No 43.00iii. HD-Tail Piece 75 mm No 52.00iv. HD-Tail Piece 90 mm No 86.00v. HD-Tail Piece 110 mm No 135.00

i. HD-FemaleThreaded Adopter 0.5”(20 mm) No 10.00ii. HD-FemaleThreaded Adopter 0.75”(25 mm) No 13.00iii. HD-FemaleThreaded Adopter 1” (32 mm) No 14.00iv. HD-FemaleThreaded Adopter 1.25 (40 mm) No 26.00v. HD-FemaleThreaded Adopter 1.5” (50 mm) No 49.00

5 SUPPLYING, FITTINGS & FIXING OF PVC HD-END CAP (PLAIN) AS PER IS 7834 ( HIGH DENSITY)

6 SUPPLYING, FITTINGS & FIXING OF PVC HD-THREADED END CAP AS PER IS 7834 ( HIGH DENSITY)

7 SUPPLYING, FITTINGS & FIXING OF PVC HD-TAIL PIECE AS PER IS 7834 ( HIGH DENSITY)

8 SUPPLYING, FITTINGS & FIXING OF PVC HD FEMALE THREADED ADOPTOR AS PER IS 7834 ( HIGH DENSITY)

vi. HD-FemaleThreaded Adopter 2” (63 mm) No 71.00vii. HD-FemaleThreaded Adopter 2.5” (75 mm) No 90.00viii. HD-FemaleThreaded Adopter 3” (90 mm) No 133.00ix. HD-FemaleThreaded Adopter 4” (110 mm) No 247.00

i. HD-FemaleThreaded Coupler 1/2” (20 mm) No 13.00ii. HD-FemaleThreaded Coupler 3/4” (25 mm) No 16.00iii. HD-FemaleThreaded Coupler 1” (32 mm) No 23.00iv. HD-FemaleThreaded Coupler 1.25” (40 mm) No 31.00v. HD-FemaleThreaded Coupler 1.5” (50 mm) No 54.00vi. HD-FemaleThreaded Coupler 2.0” (63 mm) No 96.00vii. Female Thr Coupler 2.5” (75 Mm) No 129.00viii. Female Thr Coupler 3.0” (90 Mm) No 225.00ix. Female Thr Coupler 4.0” (110 Mm) No 311.00

i. HD-Reducing Tee 63 x 32 x 63 mm No 127.00ii. HD-Reducing Tee 63 x 40 x 63 mm No 127.00iii. HD-Reducing Tee 63 x 50 x 63 mm No 129.00iv. HD-Reducing Tee 75 x 32 x 75 mm No 193.00v. HD-Reducing Tee 75 x 40 x 75 mm No 193.00vi. HD-Reducing Tee 75 x 50 x 75 mm No 204.00vii. HD-Reducing Tee 75 x 63 x 75 mm No 214.00viii. HD-Reducing Tee 90 x 32 x 90 mm No 333.00ix. HD-Reducing Tee 90 x 40 x 90 mm No 333.00x. HD-Reducing Tee 90 x 50 x 90 mm No 343.00xi. HD-Reducing Tee 90 x 63 x 90 mm No 354.00xii. HD-Reducing Tee 90 x 75 x 90 mm No 365.00xiii. HD-Reducing Tee 110 x 50 x 110 mm No 440.00xiv. HD-Reducing Tee 110 x 63 x 110 mm No 451.00xv. HD-Reducing Tee 110 x 75 x 110 mm No 461.00xvi. HD-Reducing Tee 110 x 90 x 110 mm No 483.00xvii. HD-Reducing Tee 140 x 63 x 140 mm No 601.00xviii. HD-Reducing Tee 140 x 75 x 140 mm No 601.00xix. HD-Reducing Tee 140 x 90 x 140 mm No 633.00xx. HD-Reducing Tee 140 x 110 x 140 mm No 654.00xxi. HD-Reducing Tee 160 x 63 x 160 mm No 837.00xxii. HD-Reducing Tee 160 x 75 x 160 mm No 837.00xxiii. HD-Reducing Tee 160 x 90 x 160 mm No 858.00xxiv. HD-Reducing Tee 160 x 110 x 160 mm No 880.00xxv. HD-Reducing Tee 160 x 140 x 160 mm No 923.00xxvi. HD-Reducing Tee 180 x 63 x 180 mm No 1459.00xxvii. HD-Reducing Tee 180 x 75 x 180 mm No 1470.00xxviii. HD-Reducing Tee 180 x 90 x 180 mm No 1480.00xxix. HD-Reducing Tee 180 x 110 x 180 mm No 1491.00xxx. HD-Reducing Tee 180 x 140 x 180 mm No 1523.00xxxi. HD-Reducing Tee 180 x 160 x 180 mm No 1598.00

9 SUPPLYING, FITTINGS & FIXING OF PVC HD-FEMALE THREADED COUPLER AS PER IS 7834 ( HIGH DENSITY)

10 SUPPLYING, FITTINGS & FIXING OF PVC HD-REDUCING TEE AS PER IS 7834 ( HIGH DENSITY)

xxxii HD-Reducing Tee 200 x 32 x 200 mm No 2034.00xxxiii. HD-Reducing Tee 200 x 50 x 200 mm No 2034.00xxxiv. HD-Reducing Tee 200 x 63 x 200 mm No 2034.00xxxv. HD-Reducing Tee 200 x 90 x 200 mm No 2034.00xxxvi. HD-Reducing Tee 200 x 110 x 200 mm No 2060.00xxxvii. HD-Reducing Tee 200X140X200 mm No 2070.00xxxviii. HD-Reducing Tee 200X160X200 mm No 2092.00xxxix. HD-Reducing Tee 200X180X200 mm No 2135.00

i. HD-Tee (Equal) 20 mm No 13.00ii. HD-Tee (Equal) 25 mm No 15.00iii. HD-Tee (Equal) 32 mm No 24.00iv. HD-Tee (Equal) 40 mm - No 39.00v. HD-Tee (Equal) 50 mm No 69.00vi. HD-Tee (Equal) 63 mm No 129.00vii. HD-Tee (Equal) 75 mm No 204.00viii. HD-Tee (Equal) 90 mm No 333.00ix. HD-Tee (Equal) 110 mm No 418.00x. HD-Tee (Equal) 125 mm No 847.00xi. HD-Tee (Equal) 140 mm No 697.00xii. HD-Tee (Equal) 160 mm No 976.00xiii. HD-Tee (Equal) 180 mm No 1309.00xiv. HD-Tee (Equal) 200 mm No 1931.00

i. HD-Male-Threaded Adopter 0.5” (20 mm) No 7.00ii. HD-Male-Threaded Adopter 0.75”(25 mm) No 8.00iii. HD-Male-Threaded Adopter 1” (32 mm) No 12.00iv. HD-Male-Threaded Adopter 1.25”(40 mm) No 22.00v. HD-Male-Threaded Adopter 1.50” (50 mm) No 33.00vi. HD-Male-Threaded Adopter 2” (63 mm) No 56.00vii. HD-Male-Threaded Adopter 2.50” (75 mm) No 74.00viii. HD-Male-Threaded Adopter 3” (90 mm) No 114.00ix. HD-Male-Threaded Adopter 4” (110 mm) No 182.00

i. HD-PVC Molded Flange 50 mm No 107.00ii. HD-PVC Molded Flange 63 mm No 118.00iii. HD-PVC Molded Flange 75 mm No 139.00iv. HD-PVC Molded Flange 90 mm No 161.00v. HD-PVC Molded Flange 110 mm No 193.00vi. HD-PVC Molded Flange 125 mm No 225.00vii. HD-PVC Molded Flange 160 mm No 257.00

i. HD-Reducing Bush 25x20 mm No 7.00ii. HD-Reducing Bush 32x20 mm No 11.00

SUPPLYING, FITTINGS & FIXING OF PVC HD-TEE (EQUAL) AS PER IS 7834 ( HIGH DENSITY)

12 SUPPLYING, FITTINGS & FIXING OF PVC HD-MALE THREADED ADOPTOR AS PER IS 7834 ( HIGH DENSITY)

13 SUPPLYING, FITTINGS & FIXING OF PVC HD-MALE MOULDED FLANGE AS PER IS 7834 ( HIGH DENSITY)

14 SUPPLYING, FITTINGS & FIXING OF PVC HD-REDUCING BUSH AS PER IS 7834 ( HIGH DENSITY)

11

iii. HD-Reducing Bush 32x25 mm No 11.00iv. HD-Reducing Bush 40x20 mm No 10.00v. HD-Reducing Bush 40x25 mm No 10.00vi. HD-Reducing Bush 40x32 mm No 12.00vii. HD-Reducing Bush 50x20 mm No 22.00viii. HD-Reducing Bush 50x32 mm No 23.00ix. HD-Reducing Bush 50x40 mm No 17.00x. HD-Reducing Bush 63x32 mm No 32.00xi. HD-Reducing Bush 63x40 mm No 30.00xii. HD-Reducing Bush 63x50 mm No 28.00xiii. HD-Reducing Bush 75x40 mm No 40.00xiv. HD-Reducing Bush 75x50 mm No 42.00xv. HD-Reducing Bush 75x63 mm No 42.00xvi. HD-Reducing Bush 90x40 mm No 60.00xvii. HD-Reducing Bush 90x50 mm No 62.00xviii. HD-Reducing Bush 90x63 mm No 73.00xix. HD-Reducing Bush 90x75 mm No 64.00xx. HD-Reducing Bush 110x63 mm No 97.00xxi. HD-Reducing Bush 110x75 mm No 97.00xxii. HD-Reducing Bush 110x90 mm No 97.00xxiii. HD-Reducing Bush 125x110 mm No 118.00xxiv. HD-Reducing Bush 140x125 mm No 150.00xxv. HD-Reducing Bush 200x160 mm No 451.00

i. PVC HD-Reducing Elbow 50X40 MM No 56.00ii. PVC HD-Reducing Elbow 63X50 MM No 90.00

i. HD-Reducing FemaleThreaded Adopter 25 x 1/2” No 20.00ii. HD-Reducing FemaleThreaded Adopter 63 x 1-1/2” No 67.00iii. HD-Reducing FemaleThreaded Adopter 75 x 1-1/2” No 81.00iv. HD-Reducing FemaleThreaded Adopter 75 x 2” No 92.00v. HD-Reducing FemaleThreaded Adopter 90 x 2-1/2” No 129.00

i. HD-Reducer 25 x 20 mm No 9.00ii. HD-Reducer 32 x 20 mm - No 10.00iii. HD-Reducer 32 x 25 mm No 12.00iv. HD-Reducer 40 x 20 mm No 17.00v. HD-Reducer 40 x 25 mm No 18.00vi. HD-Reducer 40 x 32 mm No 17.00vii. HD-Reducer 50 x 25 mm No 30.00viii. HD-Reducer 50 x 32 mm No 31.00ix. HD-Reducer 50 x 40 mm No 33.00x. HD-Reducer 63 x 32 mm No 43.00xi. HD-Reducer 63 x 40 mm No 44.00xii. HD-Reducer 63 x 50 mm No 53.00

17 SUPPLYING, FITTINGS & FIXING OF PVC HD-REDUCER AS PER IS 7834 ( HIGH DENSITY)

15 SUPPLYING, FITTINGS & FIXING OF PVC HD-REDUCING ELBOW AS PER IS 7834 ( HIGH DENSITY)

16 SUPPLYING, FITTINGS & FIXING OF PVC HD-REDUCING FEMALE THREADED ADOPTOR AS PER IS

xiii. HD-Reducer 75 x 40 mm No 86.00xiv. HD-Reducer 75 x 50 mm No 91.00xv. HD-Reducer 75 x 63 mm No 94.00xvi. HD-Reducer 90 x 40 mm No 95.00xvii. HD-Reducer 90 x 50 mm No 98.00xviii. HD-Reducer 90 x 63 mm No 107.00xix. HD-Reducer 90 x 75 mm No 113.00xx. HD-Reducer 110 x 63 mm No 176.00xxi. HD-Reducer 110 x 75 mm No 187.00xxii. HD-Reducer 110 x 90 mm No 193.00

i. HD-PVC Service Saddle 32 mm x 1/2” No 55.00ii. HD-PVC Service Saddle 32 mm x 3/4” No 55.00iii. HD-PVC Service Saddle 40 mm x 1/2” No 83.00iv. HD-PVC Service Saddle 40 mm x 3/4” No 83.00v. HD-PVC Service Saddle 40 mm x 1” No 86.00vi. HD-PVC Service Saddle 50 mm x 1/2” No 90.00vii. HD-PVC Service Saddle 50 mm x 3/4” No 90.00viii. HD-PVC Service Saddle 50 mm x 1” No 90.00ix. HD-PVC Service Saddle 63 mm x 1/2” No 118.00x. HD-PVC Service Saddle 63 mm x 3/4” No 118.00xi. HD-PVC Service Saddle 63 mm x 1” No 121.00xii. HD-PVC Service Saddle 75 mm x 1/2” No 148.00xiii. HD-PVC Service Saddle 75 mm x 3/4” No 148.00xiv. HD-PVC Service Saddle 75 mm x 1” No 148.00xv. HD-PVC Service Saddle 90 mm x 1/2” No 172.00xvi. HD-PVC Service Saddle 90 mm x 3/4” No 172.00xvii. HD-PVC Service Saddle 90 mm x 1” No 172.00xviii. HD-PVC Service Saddle 110 mm x 1/2” No 189.00xix. HD-PVC Service Saddle 110 mm x 3/4” No 189.00xx. HD-PVC Service Saddle 110 mm x 1” No 189.00

i. HD-PVC Service Saddle 75X25 MM No 83.00ii. HD-PVC Service Saddle 75X32 MM No 127.00iii. HD-PVC Service Saddle 90X25 MM No 90.00iv. HD-PVC Service Saddle 90X32 MM No 122.00

i. HD PVC -Two Way Service Saddle 32 x 1/2” x 1/2” No 66.00ii. HD PVC -Two Way Service Saddle 32 x 3/4 x 3/4” No 66.00iii. HD PVC -Two Way Service Saddle 40 x 1/2” x 1/2” No 105.00iv. HD PVC -Two Way Service Saddle 40 x 3/4” x 3/4” No 101.00v. HD PVC -Two Way Service Saddle 50 x 1/2” x 1/2” No 118.00

i. Tube od12 mm Cl2 Metre 9.00

18 SUPPLYING, FITTINGS & FIXING OF HD-PVC SERVICE SADDLE HEAVY DUTY AS PER IS 7834 ( HIGH DENSITY)

Drip and Accessories1 Supplying , fittings & Fixing of Drip Lateral Class - 2 (LLDPE)

19 SUPPLYING, FITTINGS & FIXING OF HD PVC PLAIN SERVICE SADDLE AS PER IS 7834 ( HIGH DENSITY)

20

SUPPLYING, FITTINGS & FIXING OF HD- PVC TWO WAY SERVICE SADDLE HEAVY DUTY AS PER IS 7834 (

ii. Tube od16mm Cl2 Metre 15.00iii. Tube od20mm Cl2 Metre 20.00iv. Tube od25mm Cl2 Metre 35.00v. Tube od32mm Cl2 Metre 53.00

i. micro tube od 6 mm 1.0 mm W.t. Metre 5.00ii. micro tube od 8 mm 1.0 mm W.t. Metre 7.00

i. Dripper 2, 4, 8, 14 lph No 3.00ii. Self Cleaning PC Dripper 2.2, 4.2, 8.2 lph No 4.00iii. Self Cleaning PC Dripper 2, 3, 4, 8, 12 lph antileak No 6.00

i. Mini spray Jet 180/270/360 deg 20/40 lph No 4.00ii. MI S-jet 180/270/360 deg 20/40 l Ass 1M w/o riser No 7.00iii. MI S-jet180/ 270/360 deg 20/40 l Ass 1MSSJ No 16.00

5

i. 12mm 20cm cl2 npc Metre 11.00ii. 12mm 30cm cl2 npc Metre 10.00iii. 12mm 40cm cl2 npc Metre 10.00iv. 12mm 50cm cl2 npc Metre 9.00v. 12mm 60cm cl2 npc Metre 9.00vi. 12mm 90cm cl2 npc Metre 8.00

i. 16mm 20cm cl2 npc Metre 17.00ii. 16mm 30cm cl2 npc Metre 14.00iii. 16mm 40cm cl2 npc Metre 13.00iv. 16mm 50cm cl2 npc Metre 12.00v. 16mm 60cm cl2 npc Metre 12.00vi. 16mm 90cm cl2 npc Metre 12.00

6

i. 12mm 20cm cl2 pc Metre 14.00ii. 12mm 30cm cl2 pc Metre 12.00iii. 12mm 40cm cl2 pc Metre 11.00iv. 12mm 50cm cl2 pc Metre 11.00v. 12mm 60cm cl2 pc Metre 10.00vi. 12mm 90cm cl2 pc Metre 10.00

i. 16 mm 20cm cl2 pc Metre 24.00ii. 16 mm 30cm cl2 pc Metre 20.00iii. 16 mm 40cm cl2 pc Metre 17.00iv. 16 mm 50cm cl2 pc Metre 16.00v. 16 mm 60cm cl2 pc Metre 15.00vi. 16 mm 90cm cl2 pc Metre 14.00

2 Supplying , fittings & Fixing of Micro tube and Acessories as

3 Supplying , fittings & Fixing of Emitters/Drippers as per

4 Supplying , fittings & Fixing of Micro Sprayers as per IS 14605

Supplying , fittings & Fixing of Non Pressure Companseting (NPC) Emitting Pipe (LLDPE) as per IS 13488

5.1 12 mm, 0.8,to 4.0 lph, Class 2 IS 13488

5.2 16 mm, 0.8,to 4.0 lph, Class 2 IS 13488

Supplying , fittings & Fixing of Pressure Companseting (PC) Emitting Pipe (LLDPE) as per IS 13488

6.1 PC Inline 12 mm, 1.9 to 4.0 lph, Class 2

6.2 PC Inline 16 mm, 1.9 to 4.0 lph, Class 2

7 Supplying , fittings & Fixing of Poly Joiners as per IS 8008

i. Poly Joiner 6 mm (Long) No 1.00ii. Poly Joiner 6 mm (Short) No 1.00iii. Barbed Poly Joiner 12 mm No 2.00iv. Barbed Poly Joiner 16 mm No 3.00v. Line Joiner 12 mm No 3.00vi. Line Joiner 16 mm No 3.00vii. Emitting Pipe Joiner 16X16 OD No 4.00viii. Emitting Pipe Joiner 12X12 OD No 3.00ix. Lateral HD-End Stop “8” Shape 12 mm No 2.00x. Lateral HD-End Stop “8” Shape 16 mm No 3.00xi. Grommet 13 mm ID No 3.00xii. Grommet 8 mm ID No 3.00xiii. Poly Take Off 12 x 4 mm (Rainport) No 2.00xiv. Poly Take Off 12 x 8 mm No 3.00xv. Poly Take Off 12 x 13 mm No 3.00xvi. Poly Take Off 16 x 13 mm No 3.00xvii. Poly Take Off 20 x 13 mm No 4.00xviii. Poly Grommet Take Off 20 X 8 MM No 6.00xix. Poly Grommet Take Off 12 X 13MM No 5.00xx. Poly Grommet Take Off 16 X 13 MM No 5.00xxi. Poly Grommet Take Off 20 X 13 MM No 6.00

i. Mini Sprinkler Black 16 to 110 lph No 12.00ii. MPS Adaptor 8 mm for Mini Sprinkler No 5.00iii. Stake for mini sprinkler ,8mm No 11.00iv. Riser MS Rod 6 mm x 1.0 meter No 22.00v. Riser MS Rod 6 mm x 1.2 meter No 23.00vi. Riser MS Rod 6 mm x 1.5 meter No 33.00vii. Riser MS Rod 8 mm x 1.0 meter No 54.00viii. Riser MS Rod 8 mm x 1.2 meter No 61.00ix. Riser MS Rod 8 mm x 1.5 meter No 72.00x. MI Spr 16 to 110 lph, 1.0M Assmeb. 8mm No 47.00xi. MI Spr 16 to 110 lph, 1.0M w/o Assemb. 8mm No 22.00

i. 1/2” Full Circle Plastic Sprinkler No 185.00ii. Nozzle Cap For Sprinkler No 22.00iii. 1/2" FC PL SPR 2.3X1.8 DU NOZ 1.0M No 303.00iv. 1/2" FC PL SPR 2.3X1.8 DU NOZ 1.2M No 314.00v. 1/2" FC PL SPR 2.3X1.8 DU NOZ 1.5M No 333.00vi. Nozzle for Sprinkler No 25.00vii. 1/2” Part Circle Plastic Sprinkler No 212.00viii. P.C SPR 3.0 MM 1.0 M ASS No 332.00ix. P.C SPR 3.0 MM 1.2 M ASS No 343.00x. P.C SPR 3.0 MM 1.5 M ASS No 362.00

2 Supplying , fitting and fixing of Plastic Impact Sprinkler as per

Mini and Micro Sprinkler and Accessories1 Supplying , fitting and fixing of Mini and Micro Sprinkler and

Acessories of approved make and quality all complete as per

i. Fogger 7-28 lph No 16.00ii. Fogger 7-28 lph With LPD Low Pr. - Single Way Assembly No 61.00iii. Fogger 7-28 lph With LPD Low Pr. - 4 Way Assembly No 123.00iv. Leak Prevention Device(LPD)Low Pr. Barb No 42.00v. Fogger 7-28 lph With LPD High Pr. - Single Way Assembly No 61.00vi. Fogger 7- 28 lph With LPD High Pr. - 4 Way Assembly No 123.00vii. Leak Prevention Device High Pressure Barb No 42.00viii. Adaptor for Fogger- 4 Way No 10.00ix. Weight for Fogger No 12.00x. Modular sprinkler 35 to 300 lph No 19.00xi. Inverted Green house sprinkler 70 to 200 lph No 19.00xii. Inverted Green house sprinkler assembly 70 to 200 lph No 87.00xiii. InvertedGreen house sprinkler assbly,W/O lpd 70 to 200 lph No 46.00xiv. Greenhouse sprinkler 43 to 200 lph No 28.00xv. Greenhouse sprinkler assembly 43 to 200 lph No 93.00xvi. Greenhouse sprinkler 43 to 200 lph with lpd No 74.00

i. HDPE Pipes with Quick Release Coupler(Pipe of Class II; 3.2 kg / cm2 IS:14151 Part I 63 mm diameter & 6m long No

745.00

ii. HDPE Pipes with Quick ReleaseCoupler (Pipe of Class I; 2.5 kg / cm2 IS:14151 Part I, 75 mm diameter & 6m long No

869.00

iii.HDPE Pipes with Quick Release Coupler (Pipe of Class I; 2.5 kg / cm2 IS:14151 Part I) 90 mm diameter &6 m long

No1165.00

i. QRC HDPE 63 mm Service Saddle IS:14151Part II No 508.00ii. QRC HDPE 75mm Service Saddle IS: 14151 Part II No 562.00iii. QRC HDPE 90mm Service Saddle IS: 14151 Part II No 662.00

i. QRC HDPE BHD-End with Coupler 90 degree (63 / 50 mm) IS 14151 Part II No 317.00

ii. QRC HDPE BHD-End with Coupler 90 degree (75 mm) IS:14151 Part II No 416.00

iii. QRC HDPE BHD-End with Coupler 90 degree (90 mm) IS:14151 Part II No 615.00

3 Supplying , fitting and fixing of Sprinkler & other components for Green House /Poly House/ Shadenet House Irrigation System of approved make and quality all complete as per direction of Engineer in charge.

Portable & Semi Permanent Sprinkler 1 Supplying , Fittings & Fixing of Quick Connect Pipe (Metal

Latch Type),as per IS-14151

2 Supplying , Fittings & Fixing of Quick Connect Service Saddle (Metal Latch) as per IS 14151

3 Supplying , Fittings & Fixing of Quick Connect BHD-End (Metal Latch)as per IS 14151

4 Supplying , Fittings & Fixing of Quick Connect Tee (Metal Latch)as per IS 14151

i. QRC HDPE Tee with Coupler (63mm) IS14151 Part II No 460.00

ii. QRC HDPE Tee with Coupler (75 mm) IS:14151 Part II No 597.00

iii. QRC HDPE Tee with Coupler (90 mm) IS:14151 Part II No 834.00

i. QRC HDPE HD-End Plug (63mm) IS: 14151 Part II No 118.00ii. QRC HDPE HD-End Plug (75mm) IS: 14151 Part II No 124.00iii. QRC HDPE HD-End Plug (90mm) IS: 14151 Part II No 248.00

i. QRC HDPE Pump Connecting Nipple 63 mm IS: 14151 Part II No 461.00

ii. QRC HDPE Pump Connecting Nipple, 75 mm IS:14151 Part II No 538.00

iii. QRC HDPE Pump Connecting Nipple 90 mm IS: 14151 Part II No 881.00

i.Sprinkler Nozzles Full Circle (1.7 to 2.8 kg / cm2) 12m to 18m Radius of Throw , 1200 LPH to 1800 LPH Discharge IS12232 Part I

No514.00

ii.Sprinkler Nozzles Part Circle (1.7 to 2.8 kg / cm2) 12m to 18m Radius of Throw , 1200 LPH to 1800 LPH Discharge IS12232 Part I

No1260.00

i. GI Riser Pipe upto 3/4" diameter x 75 cm long No 193.00ii. GI Riser Pipe upto 3/4" diameter x 100 cm long No 230.00

i. Screen Filter 20 / 25 m3 / hr 2" No 3725.00ii. Disc Filter 30 m3 / hr 2.5" No 6437.00iii. Disc Filter 20 / 25 m3 / hr 2" No 5486.00

i. By Pass Assembly 2" No 5000.00ii. By Pass Assembly 2.5" No 6000.00

i.HDPE Pipes with Quick Release Coupler (Pipe of Class II; 4 kg / cm2 IS:14151 Part I) 63 mm diameter & 6 m long

No 745.00

Supplying , Fittings & Fixing of Screen / Disc Filter as per

5 Supplying , Fittings & Fixing of Quick Connect HD-End Plug (Metal Latch)as per IS 14151

6 Supplying , Fittings & Fixing ofQuick Connect Pump Connector Female (Metal Latch)as per IS 14151

10 Supplying , Fittings & Fixing of By Pass Assembly of approved make and quality all complete as per direction of Engineer in Charge

Raingun1 Supplying , Fittings & Fixing of HDPE Pipes with Quick

Release Coupler as per IS:14151 Part I and Class II; 4 kg / cm2 )

7 Supplying , Fittings & Fixing of Metal Impact Sprinkler as per

8 Supplying , Fittings & Fixing of Quick Connect HD-End Riser of approved make and quality all complete as per direction of Engineer in charge

9

ii.HDPE Pipes with Quick Release Coupler (Pipe of Class II; 4 kg /cm2 IS:14151 Part I,) 75 mm diameter & 6m long

No 1023.00

iii.HDPE Pipes with Quick Release Coupler (Pipe of Class II; 4 kg / cm2 IS:14151 Part I, 90 mm) diameter & 6 m long

No 1437.00

i. Raingun, having 19 m to 34 m radius of throw, Discharge 10,000 LPH to 32,000 LPH No 6283.00

i. Tripod Stand 1.2 mtr with 1.25" X 1 mtr. Riser No 2347.00ii. Tripod Stand 1.2 mtr with 1.25" X 1.5 mtr. Riser No 2628.00

i. QRC HDPE BHD-End with Coupler 90 Degree (63 mm) IS: 14151 Part II No 317.00

ii. QRC HDPE BHD-End with Coupler 90 Degree (75 mm) IS: 14151 Part II No 416.00

iii. QRC HDPE BHD-End with Coupler 90 Degree (90mm) IS: 14151 Part II No 615.00

i. QRC HDPE Pump Connecting Nipple 63 mm IS: 14151 Part II No 461.00

ii. QRC HDPE Pump Connecting Nipple 75 mm IS: 14151 Part II No 538.00

iii. QRC HDPE Pump Connecting Nipple, 90 mm IS : 14151 Part II No 881.00

i. QRC HDPE HD-End Plug (63 mm) IS: 14151 Part II No 118.00

ii. QRC HDPE HD-End Plug (75 mm) IS: 14151 Part II No 124.00

iii. QRC HDPE HD-End Plug (90 mm) IS: 14151 Part II No 248.00

i. QRC HDPE Tee with Coupler (63 mm) IS 14151 Part II No 460.00

ii. QRC HDPE Tee with Coupler (75 mm) IS 14151 Part II No 597.00

iii. QRC HDPE Tee with Coupler (90mm) IS: 14151 Part II No 834.00

2 Supplying , Fittings & Fixing of Raingun as per IS: 12232

3 Supplying , Fittings & Fixing of Tripod Stand as per IS: 12232 (Part II)

4 Supplying , Fittings & Fixing of Quick Connect BHD-End (Metal Latch)as per IS 14151

5 Supplying , Fittings & Fixing of Quick Connect Pump Connector Female (Metal Latch)as per IS 14151

6 Supplying , Fittings & Fixing of Quick Connect HD-End Plug (Metal Latch) as per IS 14151

7 Supplying , Fittings & Fixing of Quick Connect Tee (Metal Latch) as per IS 14151

8 Supplying , Fittings & Fixing of Screen / Disc Filter as per IS:12785

i. Screen Filter 20 / 25 m3 / hr 2'' No 3958.00ii. Disc Filter 30 m3 / hr 2.5'' No 6839.00iii. Disc Filter 20 / 25 m3 / hr 2'' No 5829.00

i. By Pass Assembly 2" No 5000.00ii. By Pass Assembly 2.5" No 6000.00

i. 500 Litre Capacity No 3076.00ii. 1000 Litre Capacity No 6110.00iii. 1500 Litre Capacity No 9343.00iv. 2000Litre Capacity No 12437.00v. 2500 Litre Capacity No 15530.00vi. 3000Litre Capacity No 18639.00vii. 4000Litre Capacity No 24827.00viii. 5000Litre Capacity No 35546.00

Supplying , Fittings & Fixing of By Pass Assembly of approved make and quality all complete as per direction of Engineer in charge

PVC Water Tank1 Supplying, Fitting & Fixing of Water Storage tank of Approved

quality with closed top with lid (Black) - Multilayer as per IS: 12701

Rain Port Systems 1 Supplying , Fitting & Fixing of Compression Fittings as per IS

8360

9

i. MDPE Pipe 20 mm Outside Diameter (SDR 9) Metre 37.00ii. MDPE Pipe 25 mm Outside Diameter (SDR11) Metre 46.00iii. MDPE Pipe 32 mm Outside Diameter (SDR 11) Metre 74.00iv. COMPRESSION HD-Elbow 20 MM No 77.00v. COMPRISSION HD-Elbow 25 MM No 101.00vi. COMPRESSION HD-Elbow 32 MM No 122.00vii. COMPRESSION HD-Elbow 40 MM No 209.00viii. COMPR HD-Elbow 1/2” MALEX20MM No 74.00ix. COMPR HD-Elbow 3/4” MALEX25MM No 92.00x. COMPRESSION HD-Elbow 1” MALEX32 MM No 123.00xi. HD-Elbow 1/4” Metallic Female X 20 mm Compression No 177.00xii. HD-Elbow 1/2” Female X 20 mm Compression No 84.00xiii. HD-Elbow 3/4” Female X 25 mm Compression No 130.00xiv. HD-Elbow 1” Female X32 mm Compression No 197.00xv. COMPR ADOPTER 1/2” MALEX20MM No 57.00xvi. COMPR ADOPTER 3/4” MALEX20MM No 61.00xvii. COMPR ADOPTER 3/4” MALEX25MM No 62.00xviii. COMPR ADOPTER 1” MALE X32MM No 70.00xix. COMPR ADOPTER 1 25” MALEX40MM No 115.00xx. COMPR ADOPTER 1/2” FEMALEX20MM No 57.00xxi. COMPR ADOPTER 3/4” FEMALEX25MM No 68.00xxii. COMPR ADOPTER 1” FEMALEX32MM No 78.00xxiii. COMPRESSION JOINER 20 MM No 66.00xxiv. COMPRESSION JOINER 25 MM No 83.00xxv. COMPRESSION JOINER 32 MM No 91.00xxvi. COMPRESSION JOINER 40 MM No 197.00xxvii. SING UNION VALVE 20MM COMPX1/2”FM No 164.00xxviii. SING UNION VALVE 25MM COMPX3/4”FM No 194.00xxix. SING UNION VALVE 32MM COMPX1”FM No 269.00xxx. SINGLE UNION VALVE 1/2” M/FM No 156.00xxxi. SINGLE UNION VALVE 3/4” M/FM No 179.00xxxii SINGLE UNION VALVE 1” M/FM No 231.00

xxxiii. SINGLE UNION VALVE 1/2” FEMALE No 149.00xxxiv. SINGLE UNION VALVE 3/4” FEMALE No 171.00xxxv. SINGLE UNION VALVE 1” FEMALE No 224.00xxxvi. COMPRESSION HD-End CAP 20 MM No 61.00xxxvii. COMPRESSION HD-End CAP 25 MM No 68.00xxxviii. COMPRESSION HD-End CAP 32 MM No 85.00xxxix. COMPRESSION HD-End CAP 40 MM No 139.00

XL COMPRESSION TEE 20 MM No 101.00XLI COMPRESSION TEE 25 MM No 128.00XLII COMPRESSION TEE 32 MM No 137.00XLIII COMPRESSION TEE 40 MM No 294.00XLIV COMPRESSION TEE 1/2” MALEX20 MM No 117.00XLV COMPRESSION TEE 3/4” MALEX25 MM No 146.00XLVI COMPRESSION TEE 1” MALE X 32 MM No 156.00XLVII HD-Threaded TEE 1/2” MALE No 121.00XLVIII HD-Threaded TEE 3/4” MALE No 148.00

XLIX HD-Threaded TEE 1” MALE No 159.00


(in Rs.)1 Excavation in ordinary soil / mixed soil i.e. clay mixed with

moorun , kankar, pebbles / silt dry or moist / slushy silt /sticky soil for WDS / WHS / RESERVOIR / SFMIS etc withhydraulic excavator of required bucket capacity including cuttingand loading in tippers, trimming bottom and side slopes inaccordance with requirement of lines, grades and cross sectionand transporting to embankment/ disposal site within all lifts andlead upto 1500 m including spreading , leveliing disposed spoilsat disposed area. ( mode of measurement : pre work and postwork)

cum 55.00

2 Excavation in gravel / moorum / kankar / compact moorum / very much weathered rock / sticky soil mixed with moorumor ghooting for WDS / WHS / RESERVOIR / SFMIS etc withhydraulic excavator of required bucket capacity including cuttingand loading in tippers, trimming bottom and side slopes inaccordance with requirement of lines, grades and cross sectionand transporting to embankment/ disposal site within all lifts andlead upto 1500 m including spreading , leveliing disposed spoilsat disposed area. ( mode of measurement : pre work and postwork)

cum 60.00

3 Excavation in soft weather rock / solt laterite rocks for WDS / WHS/RESERVOIR / SFMIS etc with hydraulic excavatorof required bucket capacity including cutting and loading intippers, trimming bottom and side slopes in accordance withrequirement of lines, grades and cross section and transportingto embankment/ disposal site within all lifts and lead upto 1500 mincluding spreading, leveliing disposed spoils at disposed area. (mode of measurement : pre work and post work)

cum 73.00

4 Extra rate for each additional km or part thereof abovethe initial lead of 1.5 km on items no 1 , 2 & 3

cum 12.00

5 Extra rate where land is to be arranged by the contractor on items no 1 , 2 & 3 for disposal of spoils.

cum 7.00

6 Extra rate for compact earthwork in embankment by watering, rolling with sheep foot oller or loaded truck in layers of 23 cm. asper direction of the Engineer -in-Charge(a) With O.M.C. cum 10.00(b) Without O.M.C. cum 8.00

Earth work in excavation for WDS / WHS / RESERVOIR / SFMIS etc

Item No Description Unit Rate

(in Rs.)1 (a)

Supply , transport , installation and commissioning of Solar PV installation for water pumping system consisting of solar panels framed in anodized aluminium frame mounted on stable hot dipped galvanized ( min 80 micron thickness) mild steel structure of rectangular hollow sections, angles, heavy duty pipes (all materials duly IS marked ) for providing sufficient strength with dual axis manual tracking arrangement which can withstand load of modules and high wind velocities upto 150 Km/hr, having RCC foundation designed against all possible loads (Dead, Live and imposed load). Modules supplied with the SPV system should have certificate as per IEC 61215 specification or equivalent National or International standards and must be interconnected with 4/6 sq.mm cables routed in PVC conduits properly fitted along the G.I structure to provide a good aesthetic view. Modules must qualify to IEC 61730 part I and part II for safety qualification testing. The power output of individual PV modules used in the PV array, under STC, should be of 300 Watts peak, with adequate provision for measurement tolerances. Solar cells should be crystalline silicon cell with min. efficiency of 14% and fill factor more than 70%, should be laminated between sheet of -Ethylene Vinyl Acetate (EVA) and high transmissivity 3.2mm tempered glass including appropriate DC to AC inverter and power controlling unit (protected with IP65 class enclosure) with MPPT technology to run at low sunshine and minimum 7 hours a day run with all necessary accessories suitable for solar + grid operation and including all protections of AC induction motor pump. There should be a display of all measurable parameters including storing of data at a set interval and transfer it in a pendive thru USB port . There should also be provision of interfacing GPRS based data transmission. The rate is inclusive of manufacturer's warranty and comprehensive maintenance for 1st year and comprehensive maintenace for 4 years beyond Ist year ( structure and foundation drawing enclosed for reference)

Wp 139.00

1(b) Supply , transport , installation and commissioning of Solar PV installation for water pumping system with fixed structure (on roof) consisting of solar panels framed in anodized aluminium frame mounted on stable hot dipped galvanized (with 80 micron thickness) mild steel structure of sufficient strength which can withstand load of modules and high wind velocities upto 150 Km/hr, having RCC foundation designed against all possible loads (Dead, Live and imposed load). Modules supplied with the SPV system should have certificate as per IEC 61215 specification or equivalent National or International standards and must be interconnected with 4/6 sq.mm cables routed in PVC conduits properly fitted along the G.I structure to provide a good aesthetic view. Modules must qualify to IEC 61730 part I and part II for safety qualification testing. The power output of individual PV modules used in the PV array, under STC, should be a minimum of 250 Watts peak, with adequate provision for measurement tolerances. Solar cells should be crystalline silicon cell with min. efficiency of 14% and fill factor more than 70%, should be laminated between sheet of -Ethylene Vinyl Acetate (EVA) and high transmissivity 3.2mm tempered glass including appropriate DC to AC inverter and power controlling unit (protected with IP65 class enclosure) with MPPT technology to run at low sunshine and minimum 5 hours a day run with all necessary accessories suitable for solar + grid operation and including all protections of AC induction motor pump. There should be a display of all measurable parameters including storing of data at a set interval and transfer it in a pendive thru USB port . There should also be provision of interfacing GPRS based data transmission.. ( The rate is inclusive of manufacturer's warranty and comprehensive maintenance for 1st year and comprehensive maintenace for 4 years beyond Ist year )

Wp 116.00

SOLAR PHOTOVOLTAIC INSTALLATION FOR WATER PUMPING SYSTEM WITH MANUAL TRACKING / FIXED STRUCTURE


(in Rs.)2 Earthing with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mts. long

and 1 x 4 SWG GI (Hot Dip) wire (4 Mts. long), 13 mm dia x 80 mm long GI bolts, double nuts, double washers incl. S & F 15 mm dia GI pipe protection (1 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts. below the ground level as below:(a) By ISI-Medium GI pipe including excavation of soil for installation of Earth Electrode and filling & ramming and connecting to individual structure to earth electrode including S&F 20 mm x 3 mm galvanised (Hot Dip) MS flat on wall/floor with GI saddles as required and connection to equipments incl. drilling holes, with bolts, nuts, washers etc.

set 1980

3(a)

Lighting System at Scheme Site:(with lighting pole) Dawn to dusk Street light of 4 mts height with 75mm x 50mm G.I pipe and without lighting arm and with Battery 12 v 40 Ah (exide make- tubular), Charge controller, 50 wp solar panel, LED 11 watt 12 volt. Battery and Charge controller to be mounted in a kiosk box of thickness-14 SWG, Powdered Coat Painted, which is to be fitted at the bottom of the light post at man height.(The rate is inclusive of manufacturer's warranty and comprehensive maintenance for 1st year and comprehensive maintenace for 4 years beyond Ist year when installed with Solar PV system)

set 18790

3(b) Lighting System at Scheme: (mounted on Pump House wall) Dusk to dawn light arrangement with Battery 12 v 40 Ah (exide make- tubular), Charge controller, 50 wp solar panel, LED 11 watt 12 volt. Battery and Charge controller to be mounted in a kiosk box of thickness-14 SWG, Powdered Coat Painted, which is to be fitted at the bottom of the light post at man height.(The rate is inclusive of manufacturer's warranty and comprehensive maintenance for 1 year and comprehensive maintenace for 4 years beyond warranty period when installed with solar PV system)

set 12942

4(a) Lightning protection(pole mounted)(: Lightning protection with 3" X 1.5" G.I pipe of 4 mts height with base flange in proper RCC foundation and S & F Lightning Conductor Air Terminal made of 20 mm dia 1000 mm long GI pipe (ISI Medium) having five discharge prongs of 4 SWG GI (Hot Dip) wire at top duly soldered with 7/16 stranded GI (Hot Dip) wire and 85 mm dia 6 mm thick GI base plate at bottom incl. necessary holes etc including supply & fixing GI (Hot Dip) strips 20 mm x 3 mm thick for horizontal run on the Parapet/Roof/ Wall with GI Saddles 1100 mm apart incl. mending good the damages to building works including Earthing with 65 mm dia GI pipe (TATA-Medium)x 3.0 Mts. long and 1 x 19/10 stranded GI (Hot Dip) wire (4 Mts. long), 20 mm dia x 125 mm long galvanized bolt, double nuts, double washers including socketing at both ends of stranded GI (Hot Dip) wire by crimping sockets/ thimbles and S & F 40 mm dia GI pipe (ISI-Medium) protection (3 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level to an average depth of 3.65 Mts.

Set 7859


(in Rs.)4(b) Lightning protection (on roof of Pump House): Lightning

protection with 1.5" G.I pipe of 2 mts height fixed / mounted on pump house and S & F Lightning Conductor Air Terminal made of 20 mm dia 1000 mm long GI pipe (ISI Medium) having five discharge prongs of 4 SWG GI (Hot Dip) wire at top duly soldered with 7/16 stranded GI (Hot Dip) wire fitted to 1.5"G.I at bottom incl. necessary holes etc including supply & fixing GI (Hot Dip) strips 20 mm x 3 mm thick for horizontal run on the Parapet/Roof/ Wall with GI Saddles 1100 mm apart incl. mending good the damages to building works including Earthing with 65 mm dia GI pipe (TATA-Medium)x 3.0 Mts. long and 1 x 19/10 stranded GI (Hot Dip) wire (4 Mts. long), 20 mm dia x 125 mm long galvanized bolt, double nuts, double washers including socketing at both ends of stranded GI (Hot Dip) wire by crimping sockets/ thimbles and S & F 40 mm dia GI pipe (ISI-Medium) protection (3 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level to an average depth of 3.65 Mts

Set 5200

5Comprehensive maintenance chargeable for every year to be covered for 4 years beyond 1 year warranty period.( to be deducted from sl.no-1 , if the system is not to be covered under comprehensive maintenance beyond warranty period)

Wp / year 5.92

Notes for Manual tracking:

1. For 1 HP rating of motor, 1200Wp solar Photo Voltaic module to be considered and to be multiplied for subsequent ratings.

2. 1200 Wp panels to be mounted on each structure.

3. Separate earthing should be provided for each structure

4.For comprehensive maintenance, Rs. 5.92 per Wp for each year for four years( i.e 5.92 x 4 =Rs. 23.68 perWp) is to be with held in addition to S.D etc. Comprehensive maintainance charges is to be released @ 5.92 per Wp per year at the end of each maintenance period i.e.at the end of 2nd year, 3rd year, 4th year, 5th year.

5. For riverine areas 5% extra to be considered.

Notes for fixed structure ( on roof) :

Note: 1. To arrive at Wp requirement, multiply the HP rating with 746 & 1.8 and round off to nearest no. of solar modules.

2. Separate earthing should be provided for each structure

3. For comprehensive maintenance, Rs. 5.36 per Wp for each year for four years ( i.e 5.36 x 4 =Rs. 21.44 perWp) is to be with heldin addition to S.D. etc.Comprehensive maintenance charge is to be released @ 5.36 per Wp per year at the end of each maintenance period i.e..at the end of 2nd year, 3rd year, 4th year, 5th year.

4. For riverine areas 5% extra to be added

Documents

W.R.D.D. Schedule of Rates 2016 - 103.16.143.46103.16.143.46/internal/NoticeDocs/OldSOR.pdf · armoured Aluminium/Copper Cable from Meter to ... necessary accessories like saddle,