Signature of Bidder with Seal 1 of 22 EPIengineeringprojects.com/tender/uploadfiles/1599_1302-BOQ-Ew--PCC--etc.pdfEngineering Projects (India) Limited (A Govt. of India Enterprise)

Engineering Projects (India) Limited

(A Govt. of India Enterprise)

PRICED BILL OF QUANTITIES

Work:

Sl. No Description Qty Unit Amount (Rs)

In Figures In Words In Figures

1) Construction of tenements1 Open earthwork excavation for foundation with all leads and lifts in all soils and

sub soils and to the required depth as may be directed except hard rock requiring

blasting inclusive of shoring, strutting and bailing out water wherever necessary

(Excluding refilling the sides of foundation with excavated earth) in layer of 15cm

thick well consolidated depositing the surplus earth in places shown and leveling

the site with all leads and lifts etc. complete complying with relevant standard

specification

a) Depth upto 0 to 2.00m 14609 Cum 74.00 Rupees Seventy Four Only 1081066.00

b) Depth upto 2 to 3.00m 7175 Cum 96.00 Rupees Ninety Six Only 688800.00

2 Filling in foundation and basement with river sand in layers not exceeding 15 cms

thick well watered rammed and consolidated complying with relevant standard

specification including the cost of supplying river sand

580 Cum 896.00 Rupees Eight Hundred Ninety

Six Only

519680.00

3 Cement concrete 1:4:8 (one of cement, four of sand and eight of hard broken

stone) using 40mm size hard broken stone inclusive of shoring, strutting, bailing

out water, ramming, curing, etc complete as directed by the departmental officers

580 Cum 2762.00 Rupees Two Thousand Seven

Hundred Sixty Two Only

1601960.00

Sub-Total = 3891506.00

Earth work, sand filling, PCC and filling in low lying areas for Construction of G+7 framed Structure tenements blocks in Chennai near

Rate (Rs.)

Signature of Bidder with Seal 1 of 22 EPI




Work:




Rate (Rs.)

2) Filling low lying area1 Filling the lowlying areas to the required formation level using approved quality of

earth (The filling earth should not contain more than 20% of clay and silt).

Conveying from any sources with a lead of 12 KM from outside the scheme

including cutting the earth to required depth, loading, conveying by lorries,

unloading at site of work, spreading in layers of 150mm thick, watering and

necessary compaction with power roller rolling to achieve the proctor density of

not less than 98%. The cost also the include the hire charges for all tools and

plants, machinery, fuel charges etc., complete in all respects and as directed by

the departmental officers. (The payment shall be made for the consolidated

quantity of one cubic metre based on levels).

30523 Cum 107.00 Rupees One Hundred Seven

Only

3265961.00

Sub-Total = 3265961.00

3) Construction of Nursery School1 Earthwork excavation for foundation with all leads and lifts in all soils and sub

soils and to the required depth as may be directed except hard rock requiring

blasting inclusive of shoring, strutting and bailing out water wherever necessary

refilling the sides of foundation with excavated earth in layers of 15cm thick well

consolidated depositing the surplus earth in places shown and levelling the site

with all leads and lifts etc., complete in all respects.

a 0.00m to 2.00m 114 Cum 74.00 Rupees Seventy Four Only 8436.00

b 2.00m to 3.00m 57 Cum 96.00 Rupees Ninety Six Only 5472.00

2 Filling in foundation with river sand in layers not exceeding 15cm thick well

watered rammed and consolidated complying with relevant standard specification

including the cost of supplying river sand

15 Cum 896.00 Rupees Eight Hundred Ninety

Six Only

13440.00





Work:




Rate (Rs.)

3 Refilling with selected excavated earth other than sand complying with relevant

standard specifications for refilling in foundation and basement including

spreading in layers not exceeding 15cm thick, watering and consolidation by hand

ramming, etc., complete as directed by the departmental officers

27 Cum 60.00 Rupees Sixty Only 1620.00

4 Cement concrete 1:4:8 (one of cement, four of sand and eight of hard broken

stone) using 40mm size hard broken stone inclusive of shoring, strutting, bailing

out water, ramming, curing, etc complete as directed by the departmental officers

11 Cum 2762.00 Rupees Two Thousand Seven

Hundred Sixty Two Only

30382.00

5 Providing form work for centering, shuttering etc., for all reinforced concrete work

such as plinth beam, raft beam, raft slab, grade beam etc., including strutting and

shuttering wherever required using MS sheets of suitable size of BG 10, stiffened

with MS angle of size 25mm x 25mm x 3mm laid over silver oak (Country wood)

joists of size 10cm x 6.5 cm (Spaced about 91cm center to center) distance and

supported by casurina props of size 10cm- 13cm dia (spaced at 75 cm center to

center) and removing the same after a specified period without damaging RCC

works in all floors etc., complete as directed by the departmental officer. (Grade

beam / Plinth beam)

48 Sqm 127.00 Rupees One Hundred Twenty

Seven Only

6096.00


like lintels, window boxing etc., including shuttering, upto 3.00m high using MS

sheet of size 90cm x 60cm and BG 10, stiffened with MS angle of size 25mm x

25mm x 3mm laid over silver oak (Country wood) joist of size 10 cm x 6.5 cm

(spaced about 91cm centre to centre) distance and supported by casurina props

of size 10cm to 13cm dia (spaced at 75cm centre to centre) and removing the

same after a specified period without damaging RCC works in all floors etc

complete as directed by the departmental officer. (Sunshade/ Window/ Boxing /

column)

86 Sqm 182.00 Rupees One Hundred Eighty

Two Only

15652.00





Work:




Rate (Rs.)


of plain surface like slab, beams, lintels, loft etc., including shuttering, upto 3.00m

high using MS sheet of size 90cm x 60cm and BG 10, stiffened with MS angle of

size 25mm x 25mm x 3mm laid over silver oak (Country wood) joists of size 10cm

x 6.5 cm (Spaced about 91cm center to center) distance and supported by

casurina props of size 10cm-13cm dia (spaced at 75 cm center to center) and

removing the same after a specified period without damaging RCC works in all

floors etc., complete as directed by the departmental officer. (Slabs, Lintels &

Lofts)

79 Sqm 249.00 Rupees Two Hundred Forty

Nine Only

19671.00

8 Providing and laying the READY MIX CONCRETE of M 25 Grade using ordinary

Portland cement with a minimum cement content of 370 Kg/m3 with water cement

ratio not exceeding 0.45 including the use of plastixer of approved make and

dosage of required grade, laying in position at all locations and levels using 20mm

size and downgraded ISS HBG aggregates in all types of works, cost of sand of

approved quality including hire charges for pump and pumping charges to the

required location, machine vibrating, pumping, curing, providing fixtures like fan

clamps etc as specified, charges for conveyance of RMC from plant to the site or

all as required excluding cost of reinforcement and fabrication charges, centering

and shuttering, mix design details to get approved before commencement of the

work adopting pour card system by the departmental officers etc., complete as per

IS 4926 - 1976/1990 In All floors

40 Cum 4004.00 Rupees Four Thousand Four

Only

160160.00

9 Supplying, fabricating and placing in position the following kinds of steel grills for

reinforcement for all RCC works and other civil works etc., including the cost of

steel, binding wire and fabrication of reinforcement grills etc., complete complying

with relevant standard specification





Work:




Rate (Rs.)

a Steel rods of all sizes 6 MT 45951.00 Rupees Forty Five Thousand

Nine Hundred Fifty One Only

275706.00

10 Brickwork in cement mortar 1:5 (One of cement and five of sand) using ground

moulded II class chamber burnt bricks of size 9" x 4 3/8" x 2 3/4" in foundation

and basement including dewatering wherever necessary proper setting and curing

etc. complete in all respectsa In Foundation & basement 38 Cum 3821.00 Rupees Three Thousand Eight

Hundred Twenty One Only

145198.00

11 Brickwork in cement mortar 1:6 (One of cement and six of sand) using ground

moulded II class chamber burnt bricks of size 9" x 4 3/8" x 2 3/4" for super

structure in the following floors including fixing the frames of doors and windows,

scaffolding, proper setting curing etc, complete in all respects.a In Ground floor 27 Cum 3863.00 Rupees Three Thousand Eight

Hundred Sixty Three Only

104301.00

12 Brick Partition wall 7.5cm thick in cement mortar 1:5 (one of cement and five of

sand) using ground moulded II class chamber burnt bricks of size 9"x 4 3/8" x 2

3/4" including fixing the frames of doors and windows, scaffolding and proper

setting, curing, finishing etc., complete as directed by the departmental officers

a In Ground floor 27 Sqm 448.00 Rupees Four Hundred Forty

Eight Only

12096.00

13 Plastering with CM 1:5 (One of cement and five of sand) 12mm thick including

providing band cornice, curing, finishing, etc., complete as directed by the

departmental officers

290 Sqm 98.00 Rupees Ninety Eight Only 28420.00





Work:




Rate (Rs.)

14 Special ceiling plastering for all RCC works in cement mortar 1:3 (One of cement

and three of sand) 10mm thick including hacking the RCC surface, providing

necessary water band using the same mix of mortar wherever necessary proper

finishing, curing, scaffolding etc., complete with relevant standard

specification.

58 Sqm 146.00 Rupees One Hundred Forty

Six Only

8468.00

15 Stucco plastering 12mm thick in cement mortar 1:3 (One of cement and three of

chips) using hard blue granite chips of size 10mm and below over the existing

plastered surface including proper finishing, curing, etc., complete as directed by

the departmental officers.

110 Sqm 129.00 Rupees One Hundred Twenty

Nine Only

14190.00

16 Cement concrete 1:2:4 (One of cement, two of sand and four of hard broken stone

jelly) using 20mm HBG broken for RCC pre-cast jolly ventilator 40mm thick

excluding cost of fabrication of reinforcement grills but including pre-casting,

curing, finishing and fixing in position etc., complete in all respects.

1 Sqm 510.00 Rupees Five Hundred Ten

Only

510.00

17 Supplying and fixing of Oriya type Indian water closet 20" or 50cm size with 'P' or

'S' trap (white glazed earthern ware of best approved) including concrete packing

filling the portion with filling sand, flooring the same area with 7.5cm thick brick

jelly lime concrete 32:12 1/2 (Thirty two of broken brick jelly and twelve and half of

lime) (No sand) using 20mm size brick jelly and plastering the surface with

cement mortar 1:4 (One of cement and four of sand)

12mm thick with anti-syphonage connection etc., complete in all respects (IN

GROUND FLOOR)

1 No 3009.00 Rupees Three Thousand Nine

Only

3009.00

18 Supplying and laying of ceramic tiles of size 305mm x 305mm x 6mm for flooring

using required size as directed by the departmental officers over a bed of cement

mortar 1:3 one of cement and three of sand) 20mm thick including pointing the

same with white cement fixing in position, curing etc., all complete as directed by


45 Sqm 610.00 Rupees Six Hundred Ten

Only

27450.00





Work:




Rate (Rs.)

19 Dadooing the walls using colour glazed tiles in cement mortar 1:2 (One of cement

and two of sand) 10mm thick using best quality of glazed tiles of size 15cm. ×

15cm. × 6mm. Including pointing with white cement mortar using 0.40kg. Per

square metre including finishing the joints and pointing flush with tile surface etc.,

complete including plastering the walls with cement mortar 1:5 (One of cement

and five of sand) 12mm thick as base course for the tiles including scaffolding,

setting, curing etc., complete complying with standard specifications as directed

by the departmental officers.

62 Sqm 724.00 Rupees Seven Hundred

Twenty Four Only

44888.00

20 Weathering course in concrete broken brick jelly 20mm size in pure slacked lime

over RCC roof slab the proportion being 32:12 1/2 (Thirty two parts of broken

brick jelly and twelve and half of slacked lime) laying to a thickness of 110mm and

compacked and well beaten to 80mm by using wooden hand beater of weight not

exceeding 2 kg hand beating sprinkling liberally with lime water and a small

proportion of solution prepared by soaking kadukkai dry nut powder and jaggery

(vellam) and giving required slope and thickness on roof wherever required etc

complete. as directed by the departmental officers

54 Sqm 405.00 Rupees Four Hundred Five

Only

21870.00

21 Finishing the top of roof slab with one course of pressed tiles 23cm x 23cm x 2cm

using cement mortar 1:3 (One of cement and three of sand) mixed with water

proofing compound at 2% by weight of the cement and pointing with the same

mortar, finishing, curing etc., complete as directed by the departmental officers

54 Sqm 405.00 Rupees Four Hundred Five

Only

21870.00





Work:




Rate (Rs.)

22 Construction of inspection chamber 0.6M x 0.6M for the following depth brick jelly

cement concrete 1:5:12 1/2 (One of cement and five of sand and twelve and half

of broken brick jelly) using 40mm size brick jelly 15cm thick for foundation 23cm

thick using ground moulded II class chamber burnt brick size 9” x 4 3/8” x 2 ¾” in

masonry walls in cement mortar 1:5 (one of cement and five of sand) and inside

plastering in cement mortar 1:3 (one of cement and three of sand) 12mm thick

including channelling benching etc., and top covered with SFRC cover slab 60cmx

60cm with frame (medium duty) including fixing in position and necessary

earthwork excavation, refilling the sides of foundation in all soils except hard rock

requiring blasting etc., complete in all respects

a 0.60 M depth (Average) 2 Nos. 2530.00 Rupees Two Thousand Five

Hundred Thirty Only

5060.00

23 Providing 2 tyre projected elevation band with brick work over the top of the

parapet in two layers using second class ground mould bricks of size 9"x4 3/8"x2

3/4" in CM 1:3 (One of cement and two of sand), 20mm thick including providing

band cornice curing, proper setting finishing smooth etc, all complete as directed

by departmental officers

33 RM 51.00 Rupees Fifty One Only 1683.00

24 Providing grooves in cement mortar 1:5 (One of cement and five of sand) to a size

50 x 6mm in the existing plastered surface including cutting the plastering to form

a grooves, proper finishing, curing, etc., complete in all complete as directed by


33 RM 26.00 Rupees Twenty Six Only 858.00





Work:




Rate (Rs.)

25 Supplying and fixing doors with monolithic RCC door frames of size 100mm x

75mm with one edge groove of size 30mm x 20mm in reinforced CC 1:1.5:3 (One

of cement, one and half of sand and three of hard broken jelly) including cost of

steel and fabrication of reinforcement with 3 Nos. of 6mm MS rod alround and

using 3mm steel as stirrups at 30cm centre to centre including fixing 3 Nos. of

iron brackets of size 100mm x 100mm x 5mm as per drawing 6 Nos. of hold fasts

of size 50mm x 165mm x 3mm aluminum sleeves as per drawing 2 Nos. of iron

oxidized tower bolt receiver and 6 Nos. hold fast, check nuts as per drawing

including moulding with steel mould precasting making the concrete surface

smooth curing etc., and GI shutter with 20 gauge GI sheets folded inside required

hat section as shown in the drawing, riveting one horizontal stiffener of size as per

drawing at the middle of the shutter and two sets of diagonal stiffeners at the top

and bottom panels as per drawing including supplying and fixing of 2 Nos. of iron

oxidized aldrops of size 300 x 12mm, 2 Nos. of iron oxidized tower bolts of size

200 x 12mm including fixing them to the shutter by riveting or welding and drilling

holes for locking arrangements in concrete frame including grinding, finishing

smooth and painting one coat of premixed red oxide paint for the GI shutter etc.,

complete in all respects as directed by the departmental officers.

Door size of 1220mm x 1980mm

1 No. 3826.00 Rupees Three Thousand Eight

Hundred Twenty Six Only

3826.00





Work:




Rate (Rs.)











hat section as shown in the drawing, riveting one horizontal stiffener of size as per



oxidized aldrops of size 300 x 12mm, 2 Nos. of iron oxidized tower bolts of size

200 x 12mm including fixing them to the shutter by riveting or welding and drilling

holes for locking arrangements in concrete frame including grinding, finishing

smooth and painting one coat of premixed red oxide paint for the GI shutter etc.,

complete in all respects as directed by the departmental officers.


2 Nos. 2839.00 Rupees Two Thousand Eight

Hundred Thirty Nine Only

5678.00





Work:




Rate (Rs.)











hat section as shown in the drawing, riveting onehorizontal stiffener of size as per



oxidized aldrops of size 300 x 12mm, 2 Nos. of iron


1 No 2017.00 Rupees Two Thousand

Seventeen Only

2017.00

oxidized tower bolts of size 200 x 12mm including fixing them to the shutter by

riveting or welding and drilling holes for locking arrangements in concrete frame

including grinding, finishing smooth and painting one coat of premixed red oxide

paint for the GI shutter etc., complete in all respects as directed by the

departmental officers.





Work:




Rate (Rs.)

28 Fabricating, supplying and fixing the GI Window of overall size 1220 x 1220mm

using all structural steel sections confirming to "Steel of General Structural

Purpose - IS 2062 : 1999" using Equal Leg angles (IS 808:1989) of size 35 x 35 x

5mm thick for window frames all round including providing 4 Nos. of 150mm long,

providing11 Nos. of 10mm square steel bars (IS 1732:1989) @ ~ 10mm centers

(whereas ~ 125 to 135mm near handle portion for easy hand operation) making

window shutter using Galvanised Plain Steel Sheet {IS 277:2003 - Plain sheet -

Type : Ordinary, Designation : GP, Grade 'O' - 120 GM / Sq.m - sheeet thickness

0.63mm}, shutter frame all round using Equal Leg angles ( IS 808 :1989) of size

25 x 25 x 3mm thick, each window with three shutters, having vertical grooves of

size ~ 25mm width & ~ 15mm deep at an equal distance varying from ~ 65 to

85mm, machine pressed, minimum 4 grooves in each shutter, providing Indian

Standard Hot Rolled Steel Tee Bars - "T" section (IS 1173:1978) of size 25mm x

25mm x 3mm for central vertical post - 2 Nos. suitably welded the window frame

4 Nos. 1504.00 Rupees One Thousand Five

Hundred Four Only

6016.00





Work:




Rate (Rs.)

angle and GP sheet shutter door includng supply & fixing 6 Nos. of I.O. medium

weight mild steel butt hinges (with IS :1341 mark in hinges itself) of size 100mm

(Length) x 58mm (Breadth), Supply & fixing of 3 Nos. of I.O. Heavy duty handle of

over all size ~ 150 (length) x ~ 25mm at one end and gradually tapered to ~

12mm (breadth) x ~ 2.50mm thick with hexagonal bolt of size ~ 20mm (length) x ~

6mm thick with suitable nut having complete set - total minimum weighing not

less than ~ 105gm / handle set, the handle to be rested on the back plate of size ~

70mm (length) x ~ 30mm (breadth) bending / folding to the required shape & size

using Hot rolled (HR) sheet {IS 1079:1994 - Grade 'O' - Ordinary quality - using

sheet thickness ~ 1.60mm}, supply & fixing of 3 Nos. CP cabin hook of size ~

150mm (length) x ~ 3.50 to 4.00mm thick of good quality having complete set

including 2 holding clips - minimum weighing to not less than ~ 40gm / cabin hook

set and to be fixed into the window shutter / frame (all fittings as suggested by the

departmental officers) etc., welding using a suitable

procedure, grinding for smooth finish, apply primer one coat to the exposed area

by spraying using red oxide primer (classic / matt finish as directed by the field

officers) of good quality etc., complete in

all respects.





Work:




Rate (Rs.)

29 Fabricating, supplying and fixing the GI Window of overall size 910 x 1220mm

using all structural steel sections confirming to "Steel of General Structural

Purpose - IS 2062 : 1999" using Equal Leg angles of size 35mm x 35mm x 5mm

thick confirming to IS 808:1989 for window frames all round including supplying

and fixing 4 Nos. of hold fast ~ 150mm long, providing 11 Nos. of 10mm square

steel bars (IS 1732:1989) @ ~ 100mm centers (whereas ~ 125 to 135mm near

handle portion for easy hand operation) shutter using Galvanised Plain Steel

Sheet {IS 277:2003 - Plain sheet - Type : Ordinary, Designation : GP, Grade 'O' -

120 GM / Sq.m - sheet thickness 0.63mm}, shutter frame all round using Equal

Leg angles ( IS 808 :1989) of size 25mm x 25mm x 3mm thick, each window with

two shutters, having vertical grooves of size ~ 25mm width & ~ 15mm deep at an

equal distance varying from ~ 65 to 85mm, machine pressed, minimum not less

than 4 grooves in each shutter, providing Indian Standard Hot Rolled Steel Tee

Bars - "T" section (IS 1173:1978) of size 25mm x 25mm x 3mm for central vertical

post - 1 No. suitably

2 Nos. 1504.00 Rupees One Thousand Five

Hundred Four Only

3008.00





Work:




Rate (Rs.)

welded the window frame angle and GP sheet shutter door including supply &

fixing 4 Nos. of I.O. medium weight mild steel butt hinges (with IS :1341) of size

100mm x 58mm, 2 Nos. of I.O. Heavy duty handle of over all size ~ 150 (length) x

~ 25mm with hexagonal bolt of size ~ 20mm (length) x ~ 6mm thick with suitable

nut having complete set - minimum weighing to not less than ~ 105gm / each

handle set, the handle to be rested on the back plate of size ~ 70mm (length) x ~

30mm (breadth) bending / folding to the required shape & size using Hot rolled

(HR) sheet {IS 1079:1994 - Grade 'O' - Ordinary quality - using sheet thickness ~

1.60mm}, supply & fixing of 2 Nos. CP cabin hook of size ~ 150mm (length) x ~

3.50 to 4.00mm thick of good quality having complete set including 2 holding clips

- minimum weighing to not less than ~ 40gm / cabin hook set and to be fixed into

the window shutter / frame welding using a suitable procedure, grinding for

smooth finish, apply primer one coat to the exposed area by spraying using red

oxide primer (classic / matt finish as directed by the field officers) of good quality

etc., complete in all respects. (Window of overall size 910mm x 1220mm)

30 Supplying and fixing of factory made PVC rigid panel door with frame made from

MS tubes of 19 gauge size of 19mm x 19mm and covered with heat moulded PVC

channel of 5 mm thick and width of 50mm to form styles and rails. The inner

panel should be inserted between the frame with 5mm thick PVC rigid foam sheet

welded/sealed to the styles and rails along with 5mmx25mm PVC beading on all

and either sides. The vertical tube may be filled with suitable materials to further

enhance the screw holding capacity etc., complete in all respects and colour as

directed by the departmental officer. Door Size 0.76m x 1.98m

2 Sqm 1265.00 Rupees One Thousand Two

Hundred Sixty Five Only

2530.00





Work:




Rate (Rs.)

31 Cement concrete 1:2:4 (One of cement, two of sand and four of broken stone)

using 10mm gauge hard broken stone for all precast cement concrete slab for

cubboard planks and other similar works necessary 25mm thick excluding cost of

reinforcement grills in positions shuttering centering but including precasting

curing, finishing and fixing in position etc., complete as directed by the

departmental officers.

8.5 Sqm 872.00 Rupees Eight Hundred

Seventy Two Only

7412.00

32 White washing two coats using clean shell lime including the cost of lime, gum,

brushes and scaffolding etc., complete in all respects as directed by the


215 Sqm 9.00 Rupees Nine Only 1935.00

33 Painting two coats of cement paint of approved quality over one coat of white

cement paint primer including the cost of cement paint, brushes scaffolding curing

etc. all complete as directed by the departmental officers

132 Sqm 102.00 Rupees One Hundred Two

Only

13464.00

34 Painting the new iron work with one coat of first class synthetic enamel paint of

approved quality and colour in addition over the existing primer coat including the

cost of paint patty brushes and scaffolding etc. complete as directed by the


35 Sqm 52.00 Rupees Fifty Two Only 1820.00

35 Supplying and fixing of 110mm dia PVC soil pipe of 6 kg/cm2 of approved quality

confirming to IS 13592/1992 (type B) of finolex (or) equivalent with ISI monogram

packing the joints with hempyarn and cement including fixing into walls in W/C

room with necessary connection to the sanitary fittings, testing etc. complete in all

respects in all floors as directed by the departmental officers

7 RM 153.00 Rupees One Hundred Fifty

Three Only

1071.00





Work:




Rate (Rs.)

36 Supplying and fixing of 110mm dia PVC rain water down fall pipe 4kg/cm2 with 1

No. of PVC bend/elbow and 1 No. of shoe with necessary clamps couplers

gratings, teak wood plug etc. complete including fixing in proper position with

solvent cement, making holes in the walls good of the dismantled portion with

necessary brick work in CM etc. in all respects as directed by the departmental

officers.

3.5 RM 128.00 Rupees One Hundred Twenty

Eight Only

448.00

37 Supplying the following PVC specials of approved quality confirming to IS

14735:1999 as follows at site of worka 110mm dia PVC Cowl 1 No. 102.00 Rupees One Hundred Two

Only

102.00

b 110mm dia PVC tee without door 1 No. 153.00 Rupees One Hundred Fifty

Three Only

153.00

38 Supply and run off 2 of 2.50sqmm PVC insulated single core unsheathed copper

conductor cable of 1100 V grade with ISI mark confirming to IS:694/1990 with

continuous earth connection by means of 1.50 sqmm with PVC insulated single

core unsheathed copper conductor cable confirming to IS:694/1990 in suitable

PVC rigid pipe 1.8mm thick concealed in wall and ceiling for mains including the

cost of PVC pipes and specials, cables, cement, brass screws, T.W plugs,

saddles and labour etc., complete in all respects as directed by the departmental

officers

30 RM 107.00 Rupees One Hundred Seven

Only

3210.00





Work:




Rate (Rs.)

39 Wiring with 2x1.5sqmm PVC insulated single core unsheathed copper conductor

cable of 1100V grade with ISI mark confirming to IS 694/1990 in suitable PVC

rigid pipe 1.8 mm thick with ISI mark concealed in wall and ceiling with suitable

size concealed 16 gauge MS switch box covered by laminated hylem sheet 3mm

thick for LIGHT POINT including the cost of cable, PVC pipe and specials ceiling

rose, flush type 5 amps SP mark switch, PVC junction box, 16gauge MS switch

box 100mm x 100mm x 75mm covered by laminated hylem sheet 3mm thick,

T.W. plugs, cement, labour and circuit mains etc., complete

a With ceiling rose 10 Pts. 434.00 Rupees Four Hundred Thirty

Four Only

4340.00

40 Wiring with 2x1.5sqmm PVC insulated single core unsheathed copper conductor

cable of 1100V grade with ISI mark confirming to IS:694/1990 in suitable PVC

rigid pipe 1.8mm thick with ISI mark concealed in wall and ceiling with suitable

size concealed 16 gauge MS switch box 300mm x 200mm x 75mm covered by

laminated hylem sheet 3mm thick for FAN POINT including the cost of cable PVC

pipes and specials, brass screws, ceiling rose, flush type 5 amps SP mark switch

PVC junction box 16gauge MS switch box covered by laminated hylem sheet

3mm thick, T.W. plugs, cement, labour and circuit mains etc.,

5 Pts. 434.00 Rupees Four Hundred Thirty

Four Only

2170.00

41 Wiring with 2x1.50 sqmm PVC insulated single core unsheathed copper

conductor cable of 1100V grade with ISI mark confirming to IS 694/1990 in

suitable PVC rigid pipe 1.8mm thick with ISI mark concealed in wall and ceiling

for 5 amps 3pins C.S. plug points plug socket with switch itself at convenient

place including the cost of cable, PVC pipes and specials, brass screws , flush

type 5 amps 3 pin CS plug socket and switch, labour and circuit main etc.,

4 Pts. 516.00 Rupees Five Hundred Sixteen

Only

2064.00





Work:




Rate (Rs.)

42 Earthing as per the ISI specification with an earth electrode of 2.1 mts class `B' GI

pipe of dia not less than 40mm with copper earth plate of size

25mmx50mmx6mm with necessary funneling arrangements with necessary

masonry work and with 40mm RCC cover/CI cover slab for the brick masonry etc.

all complete as directed by the departmental officers

1 No. 1518.00 Rupees One Thousand Five

Hundred Eighteen Only

1518.00

43 Supplying and run off 8 SWG copper wire on walls or below ground level with

necessary "U" nails, earth work excavation and refilling and including the cost of

all materials etc., complete in all respects as directed by the departmental officer.

8 RM 6.00 Rupees Six Only 48.00

44 Supplying and fixing of TNEB meter board suitable for 32A single phase service

connection with 32A fuse unit (500V) 32A neutral link and earth link (1” x 1/8”

copper flat) on T.W. plank of size 375mm x 300mm x 19mm with supporting T.W.

reepers of 1” thick on either side with painting with suitable bolt and nuts for fixing

T.W. plank on wall with earth connection and interconnection with 7/20 PVC

insulated copper wire from EB meter to Fuse unit

1 No. 8601.00 Rupees Eight Thousand Six

Hundred One Only

8601.00

45 Supplying and fixing water tight bulk head fitting (heavy type) with guard suitable

for 100/60W bulb including the cost of bulb necessary electrical connections, cost

of materials etc., all complete.

1 No. 172.00 Rupees One Hundred Seventy

Two Only

172.00





Work:




Rate (Rs.)

46 Supply and erection of Rotational Moulded Polyethylene water storage tanks

(HDPE Cylindrical vertical type) for out door use having capacity of 500 litres

(excluding free board) with ISI mark (marked with tank itself) with top lid with

provision of locking including necessary specials and fittings for storing potable

water and manufactured with materials which do not import any taste / odour /

any toxic effect and not to contaminate etc., With carbon block content and

dispersion in accordance with relevant IS specifications and as directed by the

departmental officers. etc. complete (The tank should be got approved from the

Executive Engineer before erection).

1 No. 2530.00 Rupees Two Thousand Five

Hundred Thirty Only

2530.00

47 Supplying the following inner dia PVC pipes for plumbing works in building wotks

table II specification of IOSS 4985/1981 in standard length of 6m each with one

coupler free os cost for every standard length.a 32mm dia PVC pipe 10 RM 77.00 Rupees Seventy Seven Only 770.00

b 25mm dia PVC pipe 12 RM 76.00 Rupees Seventy Six Only 912.00

c 20mm dia PVC pipe 18 RM 66.00 Rupees Sixty Six Only 1188.00

48 Labour charges for cutting, threading, and jointing PVC pipe including dismantling

and with necessary special above ground level including fixing into walls with

necessary clamps and screws packed the same with necessary brick work and

plastering wherever necessary scaffolding etc., complete

a Upto 40mm dia (10 Kg/cm2) 28 RM 16.00 Rupees Sixteen Only 448.00

49 Labour charges for cutting, threading, and jointing GI pipe including dismantling

and with necessary special above ground level including fixing into walls with

necessary clamps and screws packed the same with necessary brick work and

plastering wherever necessary scaffolding etc., complete.

3 RM 76.00 Rupees Seventy Six Only 228.00





Work:




Rate (Rs.)

50 Supplying and fixing 32mm dia GI pipe as per IS 1239 B class of approved quality

at site of work

3 RM 255.00 Rupees Two Hundred Fifty

Five Only

765.00

51 Supplying and fixing of approved quality GM valves of approved quality at site of

work confirming to ISa 32mm dia GM wheel valve (for inlet and outlet) 2 Nos. 153.00 Rupees One Hundred Fifty

Three Only

306.00

b 32mm dia GM wheel gate value 1 No. 1012.00 Rupees One Thousand

Twelve Only

1012.00

52 Supplying the following GI pipe specials as per IS 1239 B class of approved

quality at site of worka 32mm dia GI elbow 1 No. 102.00 Rupees One Hundred Two

Only

102.00

b 32mm dia GI hex nipple 1 No. 102.00 Rupees One Hundred Two

Only

102.00

c 32mm dia GI coupler 1 No. 1 No. 102.00 Rupees One Hundred Two

Only

102.00

53 Supplying the following PVC pipe specials of inner dia of approved quality suitable

to pipe as per table II IS 4985 / 1981 in pipes wherever necessarya 50mm x 40mm dia PVC reducer Tee 1 No. 76.00 Rupees Seventy Six Only 76.00

b 32mm dia MTA 1 No. 76.00 Rupees Seventy Six Only 76.00

c 32mm dia PVC elbow 2 Nos. 76.00 Rupees Seventy Six Only 152.00

d 25mm dia PVC elbow 4 Nos. 76.00 Rupees Seventy Six Only 304.00

e 25mm dia PVC tee 2 Nos. 76.00 Rupees Seventy Six Only 152.00

f 20mm dia PVC nipple with checknut and washer 3 Nos. 51.00 Rupees Fifty One Only 153.00

g 15mm dia PVC tap 3 Nos. 254.00 Rupees Two Hundred Fifty

Four Only

762.00





Work:




Rate (Rs.)

54 Supplying and fixing of 0.60m x 0.45m cuddapah sink necessary GI clamps

screws, CP waste, coupling PVC waste water pip CI bracket etc., all complete

1 No. 2530.00 Rupees Two Thousand Five

Hundred Thirty Only

2530.00

55 Supplying and fixing wash hand basin of size 550mm x 400mm with a pair of CI

bracket of approved make (White glazed) including cost of 15mm dia brass

chromium plated pillar tap, 32mm dia C.P. waste coupling, 32mm dia "B" G.I.

waste pipe, 15mm dia GM wheel valve, 15mm dia nylon, water connection, 15mm

dia brass nipples, 15mm CP pillar tap etc., complete and as directed

2 Nos. 1744.00 Rupees One Thousand Seven

Hundred Forty Four Only

3488.00

Sub-Total = 1064267.00

Total Amount = 8221734.00


Documents

Signature of Bidder with Seal 1 of 22 EPIengineeringprojects.com/tender/uploadfiles/1599_1302-BOQ-Ew--PCC--etc.pdfEngineering Projects (India) Limited (A Govt. of India Enterprise)