RAILWAY ELECTRIFICATION, AMBALA CANTTcore.indianrailways.gov.in/core/corrigendum/1417696865922_1st... · Cashier, Railway Electrification, Ambala Cantt. or through Demand Draft in

No:RE/UMB/Civil/Gr-107/1805/193

Signature of Tenderer

RAILWAY ELECTRIFICATION, AMBALA CANTT

1ST CORRIGENDUM

Notice No:RE/UMB/Civil/1202 Dated : 04-12-2014 In partial modification to earlier published Tender Notice No. RE/UMB/Civil/1202 dated 03-11-2014 In Tender No. RE/UMB/Civil/Gr-107/1865/193 for the work of “Balance work for construction of AEE office , T.W. Shed , staff quarters Single / Double storey 13 units Type-II ,02 units Type-III ,01 unit Type-IV and other allied woks including track works at Modi Nagar on Meerut - Ghaziabad Section in connection with Rly. Electrification”

S.N. As on page number of earlier uploaded tender document

Description as per earlier uploaded tender document

Now may be read as under

1 Page-1(Top Sheet ) Approximate cost: Rs. 113.01 Lacs Rs. 122.27 Lacs

2. Page-1(Top Sheet ) Earnest Money Rs. 206510/- Rs. 211150/-

3. Page-96 Total of Chapter-4 (Reinforced Concrete Cement) = Rs. 74273.53

Rs. 599876.47

4. Page-103 Total of Chapter-9 ( Flooring, Paving and Dado ) = Rs. 193181.22

Rs. 451575.95

Schedule of approximate quantities and offer sheet as on page 92 to 120 of the tender document have been revised and same is available on the CORE’s web site: www.core.indianrailways.gov.in and in the office of Executive Engineer/Railway Electrification/Ambala Cantt. All other terms & conditions will remain same as per original tender document.

Executive Engineer

Rly. Electrification/Ambala Cantt

(For & on behalf of the President of India)

Copy to:

1. PA to CPM/RE/Ambala Cantt

2. Dy CEE/RE/MTC, UMB , JAT

3. Dy. CSTE/RE/Ambala Cantt & MB

4. AFA/RE/UMB (for deputing his representative for tender open witnessing on opening date)

5. DSE(C)/AmbalaCantt ,DLI & Moradabad,

6. PRO/RE/Ambala Cantt for publication in newspapers .

7. AEN/RE/ UMB & MTC

8. Notice Board.

http://www.core.indianrailways.gov.in/



MASTER COPY

RAILWAY ELECTRIFICATION, AMBALA CANTT

TOP SHEET Tender No. RE/UMB/Civil/Gr-107/1865/193

Name of Work Balance work for construction of AEE office , T.W. Shed , staff quarters Single / Double storey 13 units Type-II ,02 units Type-III ,01 unit Type-IV and other allied woks including track works at Modi Nagar on Meerut - Ghaziabad Section in connection with Rly. Electrification. Cost of tender form Rs.5000/- per set.

Approximate Cost Rs. 122.27Lacs.

Completion period ( 06 ) Six months

Earnest money/Security Deposit Rs. 211150/-

Date of opening Tender will be received on 11.12.2014 up to 14.30 hrs and opened at 15:00 hrs. in the office of Executive Engineer/RE/Ambala Cantt and Dy Chief Electrical Engineer/RE/Meerut City.

Validity of offer 120 days

When was the partnership and constitution deed executed?

Whether partnership deed and power of attorney furnished with the tender

The working contractors should submit a list of works with their value and Agreement No. with the tender.

Name & address of party to whom tender sold

NOTE: The above information may please be furnished invariably otherwise the tender is likely

to be rejected. If the tender paper is downloaded from our web site http://www.core.indianrailways.gov.in tender cost will have to be deposited before the submitting the tender in cash with Divisional Cashier, Railway Electrification, Ambala Cantt. or through Demand Draft in favour of SAO/RE/Ambala Cantt along with tender otherwise the tender will be rejected . Sig. of theWA/Civil/OS (Engg.) Sig. Of the tenderer/s

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http://www.core.indianrailways.gov.in/



PART-I

Schedule Approximate Quantities of USSOR“A”

Name of work: Balance work for construction of AEE office , T.W.Shed, staff quarters Single /Double storey 13 units Type-II ,02 units Type-III ,01 unit Type-IV and other allied woks including track works at Modi Nagar on Meerut - Ghaziabad Section in connection with Rly. Electrification.

S.N.

USSOR items No.

Description of item Unit Rate Approx. Quantity

Amount

Chapter-1 (Earth Work)

1 011010 Earthwork in excavation as per approved drawings and dumping at embankment site or spoil heap, including 50m lead and 1.50 m lift, the lead to be measured from the centre of gravity of excavation to centre of gravity of spoil heap; the lift to be measured from natural ground level and paid for in layers of1.50m each including incidental work, as per specifications.

2 011011 All kind of soils 600 cum 81.36 48816.00

3 011070 Extra for every additional lift of 1.5m or part thereof after the initial 1.5m for earth work in all soils

40 cum 8.01 320.40

4 012010 Extra over item 011010 for excavation in foundations for buildings and bridges to cover dressing to neat dimension and plumbing sides etc. Note: Dressing under this item is payable for the total quantity of excavation in foundation and not partly.

600 cum 8.70 5220.00

5 012030 Extra for watering and ramming earth in foundation and floors in 15cm layers. Note: This item is payable where ramming is not included in the original rate for earthwork in filling.

375 cum 15.40 5775.00

6 012040 Filling, watering and ramming earth in 15 cm layers in floors and foundations with surplus earth from foundations including 50m lead and 1.50 m lift.

675 cum 18.30 12352.50

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7 012050 Supplying and filling sand in plinth and under floors including watering, ramming, consolidating and dressing complete.

135 cum 725.00 97875.00

8 013120 Earthwork in filling in embankment, guide bunds, around buried type abutments, bridge gaps, trolley refuges, rain bunds if provided, platforms etc. with earth excavated from outside railway boundary entirely arranged by the contractor at his own cost as per RDSO's latest guidelines and specifications and special condition of contract including all leads, royalty, lifts, ascents, descents, crossing of nallahs or any other obstructions. The rates shall include all dressing of bank to final profile, demarcation and setting out of profile, site clearance, removing of shrubs, roots of vegetations growth, heavy grass, benching of existing slope of old bank, all handling/re-handling. taxes, octroi and royalty etc. as a complete job. Cut trees shall be property of railways and to be deposited in the railway godown unless specified otherwise in the Special conditions of contract.

820 cum 213.67 175209.40

Total 345568.30

Chapter-2 (Carriage of Material)

9 021150 Leading of Misc. materials Such as iron work, rails, fittings and fastenings, pipes, wooden logs, stones over pitching stone size, RCC/PCC beams/ slabs etc. and all similar articles( each individual article or bundle being not more than 3.50m long in the longest direction) including all loading, unloading and stacking, lead over 500m and upto 10 km.

12 MT 177.74 2132.88

10 021151 Additional lead for every subsequent km or part thereof over 10 km and upto 100 km over item no.021150

1080 MT/KM.

8.02 8661.60

11 021152 Additional lead for every subsequent km or part thereof over 100 km and upto 400 km over item no.021150 &021151( Av. lead 150 km.)

1800 MT/KM.

7.32 13176.00

12 021170 Leading of Misc. materials Such as iron work, rails, fittings and fastenings, pipes, wooden logs, stones over pitching stone size, RCC/PCC beams/ slabs etc. and all similar articles( each individual article or bundle being more than 3.50m long in the longest direction) by truck, trailor etc. including all loading, unloading and stacking, lead over 500m and upto 10 km.

3 MT 190.06 570.18

13 021171 Additional lead for every subsequent km or part thereof over 10 km and upto 100 km over item no.021170 (Av. lead 40 km.)

120 MT/KM.

9.33 1119.60

Total 25660.26

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Chapter-3 (Plain Concrete)

14 031010 Providing and laying in position cement concrete of specified proportion excluding cost of cement, centering and shuttering-All works upto plinth level:

15 031012 1:3:6 (1 cement:3 sand :6 graded stone aggregate 40 mm nominal size)

130 cum 1882.49 244723.70

16 031013 1:4:8 (1 cement:4 sand : 8 graded stone aggregate 40 mm nominal size)

265 cum 1751.75 464213.75

17 031020 Providing and laying cement concrete, up to plinth in retaining walls, walls(any thickness)including attached plasters, columns, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, plain window sills, fillets etc, excluding the cost of cement and of shuttering, centering.


43 cum 2193.34 94313.62


24 cum 2137.59 51302.16

20 031050 Providing and laying in position cement concrete of M-20 grade , excluding the cost of cement and of centering and shuttering, as per direction of the Engineer- in -charge:

21 031052 All works above plinth level in retaining walls, walls(any thickness) including attached pilasters, columns, pillars, posts, struts, buttresses, anchor blocks, parapets, copings, bed blocks, string or lacing courses, window sills, fillets, kerbs, steps etc.

17 cum 2204.06 37469.02

22 031060 Centering and shuttering including strutting, propping etc. and removal of form work for:

23 031061 Foundations ,footing, bases of columns 200 Sqm 121.03 24206.00

24 031063 Columns, pillars, posts and struts & miscellaneous parts

5 Sqm 240.45 1202.25

25 032050 Providing and laying cement concrete1:2:4 in damp -proof course (1 cement :2 sand :4 graded stone aggregate 12.5 mm nominal size- excluding the cost of cement and including providing, fixing and removal of forms.

26 032052 40 mm thick 135 Sqm 130.5 17617.50

27 032070 Applying a coat of residual petroleum bitumen of penetration 80/100 of approved quality using 1.70 kg. per sqm on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil

135 Sqm 127.53 17216.55

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28 033050 Extra for rounding of drains and keeping to proper template and grade including the cost of template over item 011010 for excavation in foundations for buildings and bridges to cover dressing to neat dimension and plumbing sides etc. Note: Dressing under this item is payable for the total quantity of excavation in foundation and not partly.

500 Mtr. 24.00 12000.00

Total 964264.55

Chapter-3 (SUPPLY OF CEMENT)

29 033060 Supply and using cement at work site

30 033063 PPC 331 Tonne

5198 1720538.00

Total 1720538.00

Chapter-4 (Reinforced Concrete Cement)

31 041010 Providing and laying in position M-20 Grade concrete for reinforced concrete structural elements, but excluding cost of centering ,reinforcement and Admixtures in recommended proportion(as per IS:9103) to accelerate, retard setting of concrete ,improve workability without impairing strength and durability as per direction of Engineer -in-charge.

32 041011 All works upto plinth level including raft foundation of washable aprons, HS tank, pile cap ,footing of FOB and platform shelter etc.

3 cum 2422.38 7267.14

33 041012 All works in buildings above plinth level upto floor two level.

111.50 cum 2645.23 294943.15

34 041015 In kerbs, steps and the likes etc. 5 cum 2413.93 12069.65

35 042010 Centering and shuttering including strutting, propping etc. and removal of form work for:

0.00

36 042011 Foundations ,footing, bases of columns, raft foundation of washable aprons, pile caps, Footings of FOB etc.

50 Sqm 120.6 6030.00

37 042013 Suspended floors, roofs, landing, balconies, FOB slabs, walkway slabs and access platform.

1000 Sqm 185.57 185570.00

38 042014 Lintels, beams, plinth beams, bed blocks, girders, bressumers and cantilevers.

50 Sqm 163.2 8160.00

39 042015 Columns, pillars, posts and struts. 20 Sqm 240.5 4810.00

40 042016 Stairs (excluding landings) except spiral -staircases.

30 Sqm 225.1 6753.00

41 042029 Weather shade, Chajjas, corbels etc. including edges

80 Sqm 331.42 26513.60

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42 042040 Supplying and applying shuttering oil for mould releasing ,having (flash point 54°C and specific gravity 0.88 ± 0.02) for concrete form work to be applied either by brush or with spray machine to the entire satisfaction of Engineer-in-charge.

1230 Sqm 6.55 8056.50

43 043010 Providing, hosting and fixing in position upto floor two level M-20 precast RCC work including setting in cement mortar1:3 (1 cement :3 coarse sand ) finishing smooth with 6 mm thick cement plaster 1:3 1cement:3 fine sand )on exposed surfaces complete including cost of centering , shuttering, finishing, admixtures in recommended proportion (as perIS:9103) to accelerate, retard setting of concrete, improve workability without impairing strength and durability, excluding cost of cement and steel reinforcement, as per plan &direction of Engineer -in-charge.

44 043015 In slabs for drain covers ,manhole covers, flue tops etc.

9.50 cum 2870.14 27266.33

45 046010 Extra for RCC work in superstructure above floor two levels for every floor or part thereof.

35 cum 280.18 9806.30

46 048090 Extra for making anti -slip grooves in RCC stair case 3 mm wide and 3 mm deep.

20 Sqm 131.54 2630.80

Total 599876.47

Chapter-4 (Supply Of Steel Reinforcement)

47 045010 Supplying reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

48 045016 Thermo Mechanically treated bars. 10000 Kg. 47.58 475800.00

Total 475800.00

Chapter-5 (Brick Work)

49 051010 Brick work with non-modular (FPS) bricks of class designation 7.5 in foundation & plinth in:

50 051014 Cement mortar 1:4 (1-cement : 4-fine sand) 147 cum 2218.05 365978.25

51 051015 Cement mortar 1:6 (1-cement : 6-fine sand) 375 cum 2143.06 803647.50

52 051040 Extra over items 051010 & 051020 for brick work in superstructure beyond plinth level upto floor two level:

230 cum 133.42 30686.60

53 051050 Extra for brick work in superstructure beyond second floor level for every 3mtr or part thereof :

50 cum 264.82 13241.00

54 051060 Extra for brickwork in square or rectangular pillars.

1.5 cum 149.9 224.85

55 051140 Brick work 7cm thick with brick of class designation 7.5 in cement mortar 1:3 (1-cement: 3-coarse sand) in superstructure.

35 Sqm 201.92 7067.20

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56 051180 Half brick masonary with bricks of class designation 7.5 in foundation & plinth in :

0.00

57 051182 Cement mortar 1:4 (1-cement : 4-coarse sand) 435 Sqm 263.83 114766.05

58 051190 Extra for half brick masonary in super structure above plinth level upto floor two level.

395 Sqm 36.4 14378.00

59 051200 Extra for half brick masonary in super structure above floor two levels for every floor or part thereof.

10 Sqm 14.12 141.20

60 053020 Honey comb brick work 20/23 cm thick with bricks of class designation 7.5 in cement mortar 1:4 (1-cement : 4-coarse sand)

135 Sqm 355.05 47931.75

61 055130 Deduct from any brick work item, if bricks (FPS) supplied by Railway.

-30 cum 1477.06 -44311.80

Total 1353750.60

Chapter-7( Wood Work )

62 071010 Providing wood work in frames of doors, windows, clerestory windows and other frames and trusses, wrought, framed and fixed in position:

63 071014 Kail, venteak, pillamarudhu or locally available comparable species of good country wood (to be listed by respective railway)

400 Cudm

26.28 10512.00

64 072010 Providing and fixing panelled/glazed or panelled and glazed shutters for doors, windows and clerestory windows including ISI marked black enamelled M.S butt hinges with necessary screws excluding, panelling/glazing which will be paid for separately.

65 072015 Kail, venteak, pillamarudhu or locally available comparable species of good country wood (to be listed by respective railway). 35mm thick

120 Sqm

1017.96 122155.20

66 072030 Providing and fixing panelling and/or glazing in panelled and/or glazed shutters for doors, windows and clerestory windows (area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling/glazing for panelled/glazed or panelled and glazed shutters 25mm to 40mm thick :

67 072037 Glazing with float glass panes 4mm thick ( 10kg/sqm)

63 Sqm

260.07 16384.41

68 072090 Providing & fixing wire gauge shutter using galvanised MS wire gauge of average width of aperture 1.4mm with wire of dia 0.63mm for doors, windows & clerestory windows including ISI marked bright finished or black enamelled MS butt hinges with necessary screws.

69 072095 Kail, venteak, pillamarudhu or locally available comparable species of good country wood (to be listed by respective railway). 35mm thick Kail wood

65 Sqm

1011.22 65729.30

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70 072150 Providing and fixing flush door shutters to IS:2202 Part-I non-decorative type, core of block board construction with frame of Ist class hard wood and well matched commercial 3-ply veneering with vertical grains or cross bands and face veneers on both faces of shutters

71 072152 30 mm thick including ISI marked stainless steel butt hinges with necessary screws

117 Sqm

1010.98 118284.66

72 072153 25mm thick ( for cupboard) including ISI marked nickel plated bright finished M.S piano hinges with necessary screws

44 Sqm

913.33 40186.52

73 074080 Providing and fixing plywood plain lining with necessary screws, priming coat on unexposed surface etc. complete with:

74 074082 3 mm thick decorative ply facings of approved manufacturer

3 Sqm

505.36 1516.08

75 074150 Providing and fixing 18mm thick, 150 mm wide pelmet of flat pressed 3 layer (like Novapan, Ecobnoard etc.) or graded wood particle board (like Bhutan board) medium density grade-I IS; 3087 marked including top cover of 6mm commercial ply wood, nickel plated M.S. pipe 20 mm dia (heavy type) curtain rod with nickel plated bracket including fixing with 25x3mm M.S. flat 10 cm long and rawl plugs 50 mm long (designation 10 no.) etc. all complete.

21 Mtr.

276.42 5804.82

76 074160 Extra for using veneered particle board in item of pelmet 18mm thick 150 mm wide.

21 Mtr.

87.34 1834.14

77 074230 Providing & fixing MS grills of required pattern in frames of windows etc. With MS flats, square or round bars etc. all complete.

78 074231 Fixed to steel window by welding 2450 Kg 64.31 157559.50

79 074260 Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using galvanized M.S. wire gauge with average width of aperture 1.4mm in both directions with wire of dia 0.63mm :

80 074263 With Deodar wood beading 50x20mm 99 Sqm

419.38 41518.62

81 074350 Providing and fixing decorative laminated plastic veneers of approved quality, and make (e.g. sunmica, formica or equivalent) over wooden surface including smothering of wooden surface and fixing of veneers with approved synthetic resin adhesive, complete.

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82 074351 1.00 mm thick 3 Sqm

232.3 696.90

83 075050 Providing and fixing M.S. sliding door bolts generally conforming to IS: 281, bright satin finish or black stone enameled with nuts and screws etc. complete of size

84 075052 250mmx16mm 122 Each

109.12 13312.64

85 075060 Providing & fixing MS tower bolts generally conforming to IS: 204 (Part-1) with necessary screws etc. complete of size.

86 075062 200mmx10mm 232 Each

35.33 8196.56

87 075063 150mmx10mm 282 Each

27.3 7698.60

88 075070 Providing & fixing MS door handles with necessary screws etc. complete.

89 075071 125mm 284 Each 14.39 4086.76

90 075072 100mm 180 Each 12.07 2172.60

91 075110 Providing & fixing MS hasp & staple (safety type) with necessary screws etc. complete.

92 075111 150 mm 26 Each 18.11 470.86

93 077120 Providing and fixing special quality bright finished brass cup board or ward robe locks with four levers including necessary screws etc. complete (best make of approved quality):

94 077123 65mm 2 Each 116.38 232.76

95 078020 Providing & fixing aluminum sliding door bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with nuts & screws etc. complete.

96 078022 250mmx16mm 26 Each 143.99 3743.74

97 078030 Providing & fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with necessary screws etc. complete.

98 078033 200mmx10mm 40 Each 48.55 1942.00

99 078034 150mmx10mm 64 Each 39.69 2540.16

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100 078060 Providing & fixing aluminium handles ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with necessary screws etc. complete.

101 078061 125mm 40 Each 38.04 1521.60

102 078062 100mm 44 Each 33.96 1494.24

103 078130 Providing & fixing factory made PVC door frames of size 50mmx47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet mitered at corners & joined with 02 nos. of 150mm long brackets of 15mmx15mm MS square tube, the vertical door profile to be reinforced with 19mmx19mm MS square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using MS screws of 65mm/100mm size complete as per manufacturer specifications.& direction of Engineer-in-Charge.

147 Mtr 391.41 57537.27

104 078140 Providing & fixing to existing door frames 30mm thick, factory made panel PVC door shutter consisting of frame made out of MS tubes of 19gauge thickness & size of 19mmx19mm for styles & 15mmx15mm for top & bottom rails, MS frames shall have a coat of steel primers, MS frame covered with 5mm thick heat moulded PVC foam sheet 'C' channel as per drawing given in IR standard specification complete in all respect.

53 Sqm 2485.57 131735.21

Total 818867.15

Chapter-8 (Steel & Aluminium work)

105 081010 Structural steel work in single section including cutting, bending, straightening, drilling, riveting, bolting hoisting fixing in position including applying a priming coat of approved steel primer, complete-upto 6m height above GL.

106 081011 In RSJ, tees, angles & channels. 1900 Kg 50.84 96596.00

107 081012 In flats, plates round & square bars. 450 Kg 50.63 22783.50

108 081030 Structural steel work welded in built up section, trusses & framed work, girders, stagings, racks etc. Including cutting, bending, straightening, hoisting fixing in position including applying a priming coat of approved steel primer, complete-upto 6m height above GL.

109 081031 In RSJ, tees, angles & channels. 3900 Kg 75.92 296088.00

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110 081032 In flats, plates round & square bars. 420 Kg 73.26 30769.20

111 081040 Extra for every subsequent 3mtr ht. of part thereof over 6mtr. ht. above GL for erection & fixing of steel work :

112 081041 Over Item no. 081012 450 Kg 2.32 1044.00

113 081043 Over Item no. 081032 420 Kg 7.53 3162.60

114 081140 Supplying & fixing lewis holding down bolts of approved design with nuts & washers complete.

105 Kg 51.38 5394.90

115 081210 Supplying and fixing rolling shutters of approved make as per IS:6248, made of required size M.S. laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5cm long wire spring grade no.2 and M.S top cover of required thickness for rolling shutters :

116 081211 80mmx1.25mm M.S. laths with 1.25mm thick top cover

2.50 Sqm 2282.07 5705.18

117 081250 Providing and fixing ISI standard steel glazed doors, windows and ventilators of standard rolled steel sections(shutters & frame), joints mitered and welded with 15mmx3mm lugs, 10cm long, embedded in cement concrete blocks 15x10x10cm of 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws of rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing glass panes with glazing clips and special metal sash putty of approved make, necessary fittings such as brass handles, brass peg stays, brass spring catch, bolts, hinges, locks etc. as required, applying a priming coat of approved steel primer; but excluding the cost of metal beading.

118 081255 Ventilators- centre hung 1.70 Sqm 2808.15 4773.86

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119 081350 Providing and fixing circular/hexagonal M.S sheet ceiling fan box with clamps of internal dia 140mm, 73mm height, 3mm thick rim, top and bottom lid of 1.5mm M.S sheet. Lids shall be screwed into M.S box by means of 3mm round beaded screws, clamps shall be made of 12mm dia M.S bar bent to shape as standard drawing with overall length as 80cm.(it includes cost of clamps also)

19 Each 98.03 1862.57

Total 468179.80

Chapter-8 (Pressed Steel Door Frames)

120 081280 Providing and fixing pressed steel door frames manufactured from commercial mild steel sheet of 1.25mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50mmx25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 25mm thick with mortar guard, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pretreatment of the surface as directed by the Engineer-in-Charge.

121 081281 Profile-A(105mmx60mm) Single rebate 17 Metre 1802.09 30635.53

122 081283 Profile-C(160mmx60mm) Double rebate 33 Metre 2509.19 82803.27

Total 113438.80

Chapter-9( Flooring, Paving and Dado )

123 091010 Brick on edge flooring with bricks of class designation 7.5 including cement slurry etc. complete in cement mortar.

124 091011 1:4 ( 1 cement : 4 coarse sand ) ( With FPS Bricks)

50 Sqm 282.6 14130.00

125 091030 Providing hand packed dry flat brick flooring, class designation 7.5 ( FPS Bricks), excluding pointing with joints filled with sand over a bed of dry sand(ordinary) of average thickness 25mm including ramming sub grade :

126 091031 Brick on edge 100 Sqm 259.1 25910.00

127 091032 Flat brick 50 Sqm 182 9100.00

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128 091090 Laying cement concrete 1:2:4(1 cement : 2 coarse sand : 4 graded stone aggregate-20mm nominal size) of thickness 40mm to 100mm as under layer of flooring

2.50 Cum 2396.61 5991.53

129 092010 Cement concrete flooring 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate )_ finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete

130 092010 40mm thick with 20 mm nominal size stone aggregate.

1680 Sqm 120.99 203263.20

131 092020 Cement plaster skirting ( upto 30cm height) with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement

132 092022 18mm thick 380 Sqm 109.24 41511.20

133 094010 Providing and laying precast factory made terrazzo tiles 22mm thick with graded marble chips of size upto 12mm laid in floors and landings, jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete with precast tiles on 20mm thick bed of cement mortar 1:4(1 cement : 4 coarse sand)

134 094013 With white cement with pigment 40 Sqm 621.71 24868.40

135 094030 Precast factory made terrazzo tiles 22mm thick with graded marble chips of size upto 12mm in walls, skirting and risers of steps on 12mm thick cement plaster 1:3(1 cement: 3 coarse sand) jointed with neat cement slurry mixed with pigment to match the shade of the files including cutting/wastage of tiles, rubbing and polishing complete with tiles made :

136 094033 With white cement with pigment 8 Sqm 598.04 4784.32

137 094060 Providing and fixing Precast Chequered tiles conforming to IS:13801:1993, manufactured under mechanical vibration &hydraulic pressing machine in double layer ; top layer of 10 to 12mm thickness of Dolomite Powder, grade chips, fiber and UV stabilised iron oxide Lanexess colour and bottom layer of 1:3 CC mixed with galvanised steel fiber of approved quality, jointed with neat cement slurry mixed with pigment to match shade of tiles including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 of sizes.

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138 094061 250x250mmx25 mm thick 20 Sqm 468.24 9364.80

139 095010 Providing and fixing Ist quality ceramic tiles conforming to Group B-III (Ceramic Wall Tiles) of IS: 15622 of manufacturers approved by railway in all colours, shades and design as approved by the Engineer-in-charge in skirting, risers of steps and dado over 12 mm thick bed of cement mortar 1:3(1 cement: 3 coarse sand) including pointing in white cement mixed with pigment of matching shade complete.

140 095011 200x200mm 125 Sqm 498.16 62270.00

141 095020 Providing and fixing ceramic tiles conforming to IS:15622 of manufacturers approved by railway in all colours, shades, design and abrasion resistance class as approved by the Engineer-in-charge in floors and landings over 20 mm thick bed of cement mortar 1:3(1 cement : 3 coarse sand) including pointing in white cement mixed with pigment of matching shade complete.

142 095021 Of Group B-II Clause 5.1( for abrasion resistance) of IS:15622 (Ceramic Floor Tiles) of size 300mmX300mm

50 Sqm 462.61 23130.50

143 098110 Providing and fixing glass strips in joints of terrazzo/cement concrete floors

144 098111 40mm deep and 4mm thick 1200 Metre 22.71 27252.00

Total 451575.95

Chapter-10 (Roofs & Ceilings)

145 102010 Providing & fixing asbestos cement 6mm thick corrugated / semi corrugated sheet roofing up to any pitch & fixing with polymer coated 'J' or 'L' hooks, bolts & nuts 8mm dia. GI plain & bitumen washers complete excluding the cost of purlins, rafter & trusses:

300 Sqm 218.17 74177.8

146 102040 Providing & fixing ridges & hips in asbestos cement sheet roofing.

147 102043 Close fittings adjustable ridges. 32 Mtr 233.53 7472.96

148 103040 Extra for providing & fixing wind ties of 40mmx6mm flat iron section complete with hooks, nuts, washers etc.

114 Mtr 83.48 12522

149 108160 Providing & fixing on wall face unplasticised Rigid PVC single socketed rain water pipes conforming to IS:13592 Type-A including jointing with seal rings conforming to IS: 5382 leaving 10mm gap for thermal expansion.

Page..14..



150 108162 110mm dia. 155 Mtr 182.18 31881.5

151 108180 Providing & fixing on wall face unplasticised PVC moulded bend & shoe for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type-A including jointing with seal rings conforming to IS:5382 leaving 10mm gap for thermal expansion.

152 108182 Bend 87.5˚, 110mm dia. Bend 26 Each 236.39 8510.04

153 108184 Shoe (Plain), 110mm dia. shoe 26 Each 294.46 10600.56

154 104130 Providing gola 75x75mm in cement concrete 1:2:4 (1-cement: 2-coarse sand: 4- graded stone aggregate-10mm & down gauge) including finishing with cement mortar 1:3 (1-cement: 3-fine sand) as per standard design in 75mmx75mm deep chase.

550 Mtr 54.98 38486

155 104140 Making khurras 45cmx45cm with average min. thickness of 5cm cement concrete 1:2:4 (1-cement: 2-coars sand: 4- graded stone aggregate-20mm nominal size. Over PVC sheet 1mmx1mmx400 micron, finished with 12mm cement plaster 1:3 (1-cement: 3- coarse sand) & a coat of neat cement rounding the edges & making & finishing the outlet complete.

31 Each 96 3456

156 105030 Providing top of roofs with residual type petroleum bitumen of penetration 80/100 of approved quality at 17 kg/10 sqm impregnated with a coat of coarse sand at 60 cudm/10 sqm including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete.

815 Sqm 135.01 126909.40

157 104010 10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated & plastered with bhusa with 35kg/cum of earth & goabring leaping with mix 1:1 (1-clay: 1-cow dung) & covered with tile bricks grouted with cement mortar 1:3 (1-cement: 3-fine sand) mixed with 2% of integral water proofing compound by weight of cement & finished neat - upto floor level.

158 104011 With F.P.S. flat brick tiles of class designation 10.

660 Sqm 237.92 186767.2

Total 500783.46

Page..15..



Chapter-11 (Finishing Masonary)

159 114020 Pointing on brick/tile with cement mortar 1:3 (1-cement : 3-fine sand)

160 114021 Flush pointing 50 Sqm 34.61 1730.50

161 111010 12mm cement plaster of mix-

162 111011 1:4 (1-cement : 4 fine sand) 475 Sqm 57.39 27260.25

163 111012 1:6 (1-cement : 6 fine sand) 3400 Sqm 57.38 195092.00

164 111020 15mm cement plaster on the rough side of single or half brick wall of mix-

165 111021 1:4 (1-cement :4-fine sand) 440 Sqm 65.98 29031.20

166 111022 1:6 (1-cement : 6-fine sand) 3500 Sqm 65.97 230895.00

167 111170 6 mm cement plaster 1:3 (1-cement : 3-fine sand) finished with a floating coat of neat cement & thick coat of lime wash on top of walls when dry for breaking of RCC slabs & beams.

180 Sqm 63.64 11455.20

168 111180 Neat clean punning. 495 Sqm 10.66 5276.70

169 115010 White washing with lime to give an even shade

170 115011 New work (three or more coats) 4300 Sqm 8.36 35948.00

171 115050 Distempering two or more coats on new work with 1st quality acrylic washable distemper (ready mixed) of approved manufacturer & of required shade & colour complete as per manufacturer's specification.

680 Sqm 30.45 20706.00

172 115060 Applying one coat of cement primer of approved brand & manufacture on wall surface.

4080 Sqm 20.77 84741.60

173 115110 Finishing wall with water proofing paint of required shade two or more coats on new work applied @ 3.84 kg/10sqm

3400 Sqm 38.4 130560.00

Total 772696.45

Chapter-12 (Painting, Polishing & Varnishing)

174 121010 Applying priming coat.

175 121011 With ready mixed pink or grey primer of approved brand & manufacturer on wood work (hard & soft wood)

610 Sqm 19.08 11638.80

176 121013 With ready mixed red oxide zinc chromate primer of approved brand & manufacturer on steel galvanised.

115 Sqm 14.97 1721.55

177 121150 Painting two coats (excluding priming coat) with chocolate red, grey or buff ready mixed paint of approved quality on steel or wood work.

1000 Sqm 38.79 38790.00

Total 52150.35

Page..16..



Chapter-13 (Water Supply)

178 131130 Providing & fixing GI pipe complete with GI fittings & clamps, including cutting & making good the wall etc. Internal work - Exposed on wall

179 131131 15mm dia nominal bore 170 Mtr 131.57 22366.90




183 131140 Providing & fixing medium grade GI pipes complete with GI fittings & clamps, including cutting & making good the wall etc. Concealed pipe including painting with anti-corrosive bitumestic paint, cutting chase & making good the wall.




187 131150 Providing & fixing medium grade GI pipes complete with GI fittings including trenching & refilling etc.: External work.








195 131160 Making connection of medium grade GI distribution branch with GI. Main of following sizes by providing & fixing tee, including cutting & threading the pipe etc. complete.

196 131161 25mm to 40mm dia nominal bore 9 Each 208.98 1880.82

197 131162 50mm to 80mm dia nominal bore 5 Each 610.28 3051.40

198 132010 Providing & fixing brass bib cock of approved quality.

199 132011 15mm dia nominal bore 73 Each 154.55 11282.15

200 132020 Providing & fixing brass stop cock of approved quality.



203 132030 Providing & fixing gun metal gate valve with CI wheel of approved quality (Screwed end)

Page..17..







208 132130 Providing & fixing unplasticised PVC connection pipe with brass union: 30cm length.


210 132170 Providing and fixing C.P brass shower rose with 15mm or 20mm inlet :

211 132171 100mm diameter 4 Each 470.01 1880.04

212 132180 Providing and fixing C.P brass bib cock, 15mm nominal bore, of approved quality conforming to IS: 8931

4 Each 353.73 1414.92

213 132190 Providing and fixing C.P brass long nose bib cock, 15mm nominal bore, of approved quality conforming to IS standards and weighing not less than 810gm.

11 Each 413.09 4543.99

214 132210 Providing and fixing C.P brass stop cock, 15mm nominal bore,(concealed) of standard design and of approved make conforming to IS:8931.

7 Each 419.96 2939.72

215 132220 Providing and fixing C.P brass angle valve for basin mixer and geyser points of approved quality conforming to IS: 8931.

10 Each 535.68 5356.80

216 136150 Providing & placing on terrace / staging (at all heights) polyethylene water storage tank ISI:120701 marked with cover & suitable locking arrangement & making necessary holes for inlet, outlet & over flow pipes but without fitting & the base support for tank.

8500 Litre 6.43 54655.00

Total 555635.31

Chapter-14( Drainage & Sewerage )

217 141010 Providing, laying and jointing glazed stoneware pipes grade 'A' as per IS:651 including bends etc. with stiff mixture of cement mortar in the proportion of 1:1(1 cement:1 fine sand) including testing of joints etc. complete

218 141011 100mm diameter 20 Metre 145.52 2910.40



Page..18..



221 141050 Providing and fixing square-mouth S.W. Gully trap grade 'A' complete with C.I. grating brick masonary chamber with water tight C.I. cover with frame of 300x300mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design.

222 141051 100x100mm size 'P' type with F.P.S. bricks class designation 7.5

25 Each 1163.2 29080.00

223 142010 Providing and laying non pressure NP-2 class (light duty)RCC pipes including bends etc. with collars jointed with stiff mixture of c cement mortar in the proportion of 1:2( 1 cement: 2 fine sand) including testing of joints etc. complete upto 800 mm dia.

224 142012 150mm dia RCC pipe 20 Metre 485.02 9700.40

225 142014 300mm dia RCC pipe 70 Metre 721.21 50484.70

226 143010 Constructing brick masonry manhole in cement mortar 1:4(1 cement : 4 coarse sand) R.C.C top slab with 1:2:4)(1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4(1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design.

227 143011 Inside size 90cmx80cm and 45cm deep including C.I. cover with frame ( light duty) 455mmx610mm internal dimensions total weight of cover and frame to be not less than 38kg ( weight of cover 23kg and weight of frame 15kg) with F.P.S bricks class designation 7.5

36 Each 4268 153648.00

228 143040 Extra for depth for manholes of size

229 143041 Size 90cmx80cm with FPS Bricks class designation 7.5

7.20 Metre 2443.26 17591.47

Total 358283.54

Page..19..



Chapter-15 (Sanitary Installations)

230 151010 Providing and fixing water closet squatting pan (Indian type W.C pan) with 100mm sand cast iron 'P' or 'S' trap, 10 litres low level white PVC flushing cistern with manually controlled device (handle lever) conforming to IS:7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required.

231 151011 White Vitreous China Orissa pattern W.C pan of size 580mmx440mm with integral type foot rests

18 Each 3057.59 55036.62

232 151020 Providing and fixing white vitreous china pedestal type water closet (European type W.C pan) with seat and lid, 10 litres low level white, P.V.C flushing cistern with manually controlled device (handle lever) conforming to IS:7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required.

233 151021 W.C pan with ISI marked white solid plastic seat and lid

2 Each 2856.65 5713.30

234 151040 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430mmx26mmx350mm and 340mmx410mmx265mm sizes respectively with automatic flushing cistern, with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors, wherever required

235 151041 One urinal basin with 5 litres white P.V.C automatic flushing cistern

2 Each 2377.03 4754.06

236 151070 Providing and fixing wash basin with C.I/M.S brackets, 15mm C.P. brass pillar taps, 32mm C.P. brass waster of standard pattern, including painting of fittings and brackets, cutting and making good the walls, wherever required:

237 151073 White vitreous china flat back wash basin size 550 mmx400mm with a pair 15mm C.P. brass pillar tap

5 Each 1710.25 8551.25

238 151074 White vitreous china flat back wash basin size 550 mmx400mm with single 15mm C.P. brass pillar tap

14 Each 1406.96 19697.44

Page..20..



239 152010 Providing and fixing White, glazed fire clay kitchen sink of size 600mmx450mmx250mm kitchen sink with C.I. brackets ,C.P. brass chain with rubber plug ,40mm C.P. brass waste complete ,including painting the fittings and brackets, cutting and making good the walls ,wherever required.

15 Each 2387.27 35809.05

240 152110 Providing and fixing 600mmx450mm bevelled edge mirror, 5.5mm thick of float glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.

19 Each 706.7 13427.30

241 153010 Providing and fixing soil, waste and vent pipes

242 153011 100mm dia. Sand cast iron S&S pipe as per IS:1729

30 Metre 582.46 17473.80

243 153030 Providing and fixing M.S holder-bat clamps of approved design to sand cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10cmx10cmx10cm of 1:2:4 mix(1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including cost of cutting holes and making good the walls etc.

244 153031 For 100mm dia. Pipe 6 Each 123.24 739.44

245 153320 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with C.P. brass screws with concealed fitting arrangement of approved quality colour and make

246 153322 600mm long towel rail with total length of 645mm width 78 mm and effective height of 88 mm, weighting not less than 190 gm

4 Each 461.26 1845.04

247 153630 Providing and fixing S.C.I. trap with 10 cm inlet and 10cm outlet of self cleansing design with S.C.I. screwed down or hinged grating with or without vent arm complete including cost of cutting and making good the walls and floors

61 Each 356.23 21730.03

248 154010 Providing and fixing 110mm dia PVC soil, waste and vent pipes including jointing and cost of spun yarn and sand etc. complete

380 Metre 205.50 78090.00

249 154020 Providing and fixing Brackets comprising of aluminium painted standard steel clip and cast iron base for 110mm A.C. pipes including cost of screws etc. and drilling of holes and making good the walls including cost of sand etc.complete.

48 Each 58.80 2822.40

Page..21..



250 154040 Providing and fixing 110 mm X 110 mm X 110 mm dia.PVC plain branch(single equal junction) of the required degree with access door inclusive of 3 mm thick bitumastic felt washer & nuts & nuts, complete including jointing and cost of spun yarn and sand etc. complete

35 Each 130.39 4563.65

251 154100 Providing and fixing 110 mm PVC Plain bend of the required degree with access door inclusive of 3 mm thick bitumastic felt washer, bolts and nuts complete, including jointing and cost of spun yarn and sand etc. Complete.

67 Each 77.54 5195.18

252 154110 Providing and fixing 110 mm PVC bend of the required degree with access door inclusive of 3 mm thick bitumastic felt washer, bolts and nuts complete, including jointing and cost of spun yarn and sand etc. Complete.

19 Each 89.16 1694.04

253 154120 Providing and fixing 110 mm dia.PVC terminal guard including jointing and cost of spun yarn and sand etc. complete.

22 Each 195.13 4292.86

254 154130 Providing and fixing 110 mm PVC collar (loose socket) including jointing and cost of spun yarn and sand etc. complete.

68 Each 73.17 4975.56

255 155260 Supplying and fixing 150mm x 150mm HCI/CI Tee for septic tank as a complete job

6 Each 426.27 2557.62

Total 288968.64

Chapter-18 (Dismantling and Demolishing)

256 181020 Demolishing plain cement concrete including disposal of material within 50m lead

257 181022 Mix leaner than 1:2:4 with coarse aggregate larger than 20mm

30 Cum 254.73 7641.90

258 181030 Demolishing R.C.C. work including cutting and stacking of steel bars and disposal of unserviceable material within 50m lead.(Extra payment for scraping cleaning and straightening of bars to be made separately )

5 Cum 603.12 3015.60

259 182010 Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50m lead

260 182013 In cement mortar 10 Cum 348.9 3489.00

261 182020 Extra for removing mortar from bricks and cleaning bricks(stacks of cleaned bricks shall be measured)

262 182023 From brick work in cement mortar 5000 1000 no.

1119.66 5598.30

Page..22..



263 186010 Dismantling steel work in single sections including dismembering & stacking within 50m lead in

264 186011 R.S. joists./ Rails 1000 Kg 0.57 570.00

Total 20314.80

Chapter-23( Roads and Platform Works)

265 236010 Cement concrete Grade M-15 of coarse aggregate 40mm nominal size, in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete

70 Cum 1900.21 133014.70

266 236060 Providing and laying in position bitumen hot sealing compound for expansion joints etc. using grade 'A' sealing compound

3900 Per cm width per cm depth/ metre

3.70 14430.00

Total 147444.70

Chapter-24(Fencing & Boundary Marks)

267 242080 Supplying and fixing of barbed wire weighing 9.38 kg / 100m (min) on previously erected posts with wire nails, hooks, stitching bolts, binding wire etc. straight and/or cross pattern. ( Rate includes drilling of holes in the post wherever required) Note: This item can also be operated as extra over items 242010 to 242060 for fixing additional wires to those stipulated in the respective items.

500 Per Mtr of barbed wire

11.25 5625.00

Total 5625.00

SCHEDULE „B‟ NON-SCHEDULED ITEMS (Civil Works)

SN Description of work Approx. qty.

Unit Rate Amount

1/NS-1.

Providing & fixing in position of GI corrugated sheet of required gauge with already fabricated angle flats frames with riveting cutting of sheets in required size including drilling holes in sheets angle and flats with all labour material tools & plants transport to site of work as a complete job.

150 P/kg. 67.25 10087.50

Page..23..



2./ NS-2.

Supplying, fabricating and fixing in position steel door single/double leave made with MS angle frame & runner size 40x40x5mm and 30x30x5mm fitted with MS sheet 16 gauge shutters duly welded with MS flat 40x5mm fixed in masonry wall with hold fast of MS flat 25x5mm embedded in cement concrete block of size 15cmx10cmx10cm of 1:2:4 mix (1 cement : 2 coarse sand:4 stone chips 20mm and down gauge) complete with hinges, door handles, locking arrangements including one priming coat with paint of approved quality including all contractor’s material labour tools/plants & other machineries required for satisfactory completion of work with all lead, lift, ascent, descent as a complete job confirming to approved drawing No.Q-65/type/92/UMB. or as directed by Engineer In-Charge. Note: Cement concrete block will be paid separately under USSOR-2010 relevant item.

1490 P/kg 67.91 101185.90

TOTAL : Rs. 111273.40 SCHEDULE „C‟ NON-SCHEDULED ITEMS (P-Way Works)

S.No. Description of work Approx. qty.

Unit Rate Amount

1./ NS-1.

Supply of stone ballast 65mm gauge (mechanically crushed} duly stacked on cess within the Rly. Boundary as per instructions of engineer in charge including all lead, lift, crossing of nallah, borrow pit, tracks, royalty, octroi and other state/central taxes as levied etc. as a complete job. NOTE: 1) 8% shrinkage for voids will be deducted from the gross measured qty. of ballast stacked to arrive at net qty. for payment. 2) Sieve analysis to be made at site as per existing standard specifications.

100 Per Cum

1630.55 163055.00

2/NS-2.

Handling , lifting, loading and leading of stone ballast (65mm gauge) from existing stacks near cess & putting the same in track including rehandling , leading, lifting all ascends, descends, crossing of nallah, lines/ tracks or any other obstructions what so ever as per specifications with contractors own tools, equipment and labour including lead of ballast up to 500 mtr. Note: (i) Boxing of ballast to the required profile shall be done by the contractor and nothing extra shall be paid for the same.(ii)20% payment shall be released after proper dressing of ballast to the required profile.

100 Per Cum

67.20 6720.00

Page..24..



3./ NS-3

Assembling ,linking and laying of BG PRC fan shaped point and crossing (T/out 60kg/52kg/90R new/SS rails)including traps on wooden/PRC Sleepers in the running track, as per approved IRS drawings in tracks as per direction of engineer-in- charge ensuring correct spacing including cutting and straightening of rails wherever required bending of rails, drilling holes for fish plated joints, fixing distance blocks, fixing of check rails etc. with all standard fittings and fastenings including squaring of sleepers in point and crossing assembly, gauge, alignments, longitudinal and cross level etc. complete, including greasing oiling of fish plates , fish bolts and nuts and pandrol clips, MCI inserts etc. (K.Oil, black oil to be arranged by contractor at his own cost) providing spherical washers and correct bend to stock rails, provision of correct expansion gaps according to standard temperature prevailing at the time of linking including free lead 200 mtr. for all PRC Sleepers, switches, crossing, lead rails, leading of all P.Way fittings from SSE/P.Way/ RE/UMB’s temporary store at Modi Nagar station yard with all lead lifts, ascents, descents or any other obstructions, handling, rehandling crossing of lines etc. in station yard on new/ existing formation including lowering /raising of formation as required ballast of required cushion katcha packing and required grading with ballast to bring the track to fairly good geometry and final tolerances as per special tender conditions and specifications as a complete job.

a) Trap points. 01 Per Set

13628.57 13628.57

Page..25..



4./ NS-4

Fabricating, erecting & fixing in position buffers, dead end as per approved plan for BG track of 52kg/90R/75R (SS/US) rails including cutting, bending, drilling holes in rails, providing buffer beams, iron plates, painting luminous paint, bolts & nuts etc as per the direction of the Engineer-in-charge including leading of all P-Way materials from SSE/P-Way/RE/UMB’s temporary store at Modinagar station yard including all leads lifts ascends, descends or any other obstructions including handling, rehandling, crossing of track as per special tender conditions & standard specifications with all labour & material as a complete job. (Rails, fish plates, bolts & nuts and sleepers will be supplied free of cost by the railway from SSE/P-Way/RE/UMB’s temporary store at Modinagar station yard, other items will be provided by the contractor.)

01 Each 6679.37 6679.37

5./ NS-5

Two rounds of through packing including boxing and dressing and to provide required ballast cushion 200mm /250mm/ 300mm & stipulated profile for LWR/SWR curves/single rails as per IRPWM/LWR manual as directed by the Engineer-in-charge including first and second packing at required interval including squaring of sleepers, ensuring correct spacing, gauge, alignment, longitudinal and cross levels with boxing etc complete to bring the track to required tolerances so as to make the track fit for the speed of 50 kmph including all lead, lift, handling and rehandling etc of track and point and crossing under working traffic conditions or on newly laid track as a complete job.

a) For BG track with 52 kg/60 kg/90R/20 /10/3 rail panels/ single rails/LWR rails on PRC/wooden sleepers etc. with any type of track structure.

0.15 Per Km. 27922.07 4188.31

b) Trap points (PRC sleepers) 01 Per Set 1149.73 1149.73

Page..26..



6./NS-6

Drilling of holes 32mm/28mm dia & chamfering in 52kg/60kg/90R rails including arrangement of all tools, plants & consumable material etc including leads, lifts, placing, handling, rehandling of rails as required or as directed by the Engineer-in-charge at site as a complete job with all labour & material and T&P involved as a complete job.

16 Each 38.35 613.60

7./ NS-7

Cutting of all type of rails with hacksaw blade vertically squares and smooth face including labour, T&P and consumable items required during cutting of rails for linking of track as directed by the Engineer-in-charge as a complete job (The Contractor will arrange all the material required for cutting of rails).

10 Each 91.38 913.80

8./NS-8

Assembling , laying and linking of track with 52 kg /90R new / SS rails with fixing of rails on inspection pit’s side walls at proper height and level including providing and fixing MCI insert , GR pad ,elastic rail clips steel /GFN liners ensuring correct gauge , alignment, longitudinal and cross level including leading of all required P.Way materials from SSE/P.Way/RE/UMB’s temporary store at Modi Nagar station yard including loading , leading, lifting , ascents, descents, crossing of road, level crossing , track or any other obstruction under running condition as a complete job. NOTE: All the required P. Way material, fitting & fastenings will be supplied from SSE/P.Way/ RE/UMB’s temporary store at Modi Nagar station yard and the contractor will have to lead all the P.Way material including rails and fittings to the site of linking for which nothing extra will be paid.

30 Per mtr. 120.00 3600.00

9./ NS-9

Slewing of track to the required location of track with proper squaring of sleeper at proper spacing , aligning of track to the required alignment with proper curvature , leveling of track, katcha packing and all other track parameter with in tolerances as per IRPWM. (Average slew = 55cm)

150 58.82 8823.00

Total 209371.38

Page..27..



RAILWAY ELECTRIFICATION OFFER SHEET 1)Name of work:-Balance work for construction of OHE depot , AEE office ,T.W. Shed, staff

quarters Single/Double storey 13 units Type-II, 02 units Type-III, 01 unit Type-IV and other allied woks including track works at Modi Nagar on Meerut-Ghaziabad Section in connection with Railway Electrification.

2) Tender No.: RE/UMB/Civil/Gr-107/1865/193 3) Approx.Cost of the work: Rs.122.27 Lac 4) Earnest Money: Rs. 211150/- 5) Period of completion: 06 months from the issue of acceptance letter. 6) Type of Tender: Open Tender 7) Validity: 120 days 8) Date of opening: On 11.12.2014 in office of Executive Engineer/RE/Ambala Cantt

and Dy Chief Electrical Engineer/RE/ Meerut City.

I/We offer and agree to execute the work as per specifications, rate, terms and conditions of this tender at the following rates. SCHEDULE ‘A’ : USSOR-2010 ITEMS

Sr. No.

Description as per schedule

Total Approx. cost at par Unified SOR 2010 of N.Rly.

Rate to be quoted by tenderer(s)

(In figures) (In words)

1. For all items covered under Chapter 1 (Earth Work) of N.Rly. Unified SOR 2010 corrected up to date.

Rs.345568.30

……………. % Above/ below/at Par on Unified SOR-2010 of N.Rly

……..………………………% Above /below/At Par on Unified SOR-2010 of N. Rly

2. For all items covered under Chapter 2 (Carriage of Materials) of N.Rly. Unified SOR 2010 corrected up to date.

Rs.25660.26



Page..28



Sr. No.





3. For all items covered under Chapter 3 (Plain Concrete) Except item No. 033060(for supply of cement) of N.Rly. Unified SOR 2010 corrected up to date.

Rs. 964264.55



4. For item No. 033060 (for supply of cement) under Chapter 3 (Plain Concrete) of N.Rly. Unified SOR 2010 corrected up to date.

Rs. 1720538.00



5. For all items covered under Chapter 4 (Reinforced Cement Concrete) except item No. 045010 (for supply of steel reinforcement) of N.Rly. Unified SOR 2010 corrected up to date.

Rs.599876.47



6. For item No. 045010 (for supply of steel reinforcement) under Chapter 4 (Reinforced Cement Concrete) of N.Rly. Unified SOR 2010 corrected up to date.

Rs. 475800.00



7. For all items covered under Chapter 5 (Brick Work) of N.Rly. Unified SOR 2010 corrected up to date.

Rs.1353750.60 ……………. % Above/ below/at Par on Unified SOR-2010 of N.Rly


8. For all items covered under Chapter 7 (Wood Work) of N.Rly. Unified SOR 2010 corrected upto date.

Rs. 818867.15 ……………. % Above/ below/at Par on Unified SOR-2010 of N.Rly


Page..29..



Sr. No.





9. For all items covered under Chapter 8 (Steel and aluminum Work) except item No. 081280 (Pressed steel door frames) of N.Rly. Unified SOR 2010 corrected up to date.



10. For item No. 081280 (Pressed steel door frames) under Chapter 8 (Steel and aluminum Work) of N. Rly. Unified SOR 2010 corrected up to date.



11. For all items covered under Chapter 9 (Flooring, Paving and Dado) of N.Rly. Unified SOR 2010 corrected up to date.



12. For all items covered under Chapter 10 (Roofs and Ceilings) of N.Rly. Unified SOR 2010 corrected up to date.



13. For all items covered under Chapter 11 Finishing Masonry) of N.Rly. Unified SOR 2010 corrected up to date.



14. For all items covered under Chapter 12 (Painting, Polishing and Varnishing) of N.Rly. Unified SOR 2010 corrected up to date.



Page..30..



Sr. No.





15. For all items covered under Chapter 13 (Water Supply) of N. Rly. Unified SOR 2010 corrected up to date.



16. For all items covered under Chapter 14 (Drainage and Sewerage) of N.Rly. Unified SOR 2010 corrected up to date.



17. For all items covered under Chapter 15 (Sanitary Installations) of N.Rly. Unified SOR 2010 corrected up to date.



18. For all items covered under Chapter 18 (Dismantling and Demolishing) of N.Rly. Unified SOR 2010 corrected up to date.



19. For all items covered under Chapter 23 (Roads and Platform Works) of N.Rly. Unified SOR 2010 corrected up to date.



20. For all items covered under Chapter 24 (Fencing & Boundary Marks) of N.Rly. Unified SOR 2010 corrected up to date.



Page..31..



SCHEDULE „B‟: NS ITEMS OF WORK (Civil Works)

S. No.

Description Total cost as per basic rates calculated by Railway.


In Figures In Words

1.

For All Non Schedule items (Civil works) (As per details attached)

Rs. 111273.40

……………. % Above/ below/at Par on basic rates calculated by Railway.

……..………………………% Above /below/At Par on basic rates calculated by Railway.

SCHEDULE „C‟: NS ITEMS OF WORK (P-WAY Works)

S. No.

Description Total cost as per basic rates calculated by Railway.


In Figures In Words

1.

For All Non Schedule items (P-Way works) (As per details attached)

Rs. 209371.38

……………. % Above/ below/at Par on basic rates calculated by Railway.

……..………………………% Above /below/At Par on basic rates calculated by Railway.

Note:-

1) I/We am/are signing this document after carefully reading the contents. 2) I/We also accept all the conditions of the tender and have signed all the pages in

confirmation thereof. 3) As far as possible overwriting in rates quoted should be avoided. In case of any

overwriting, the same should be duly initialed by the tenderer(s) 4) The rates should be quoted in figures as well as in words. If there is variation between the

rates quoted in figs. & in words, the rate quoted in WORDS shall be taken as correct if more than one rate or improper rates are tendered for the same items, the tender is liable to be rejected. In case the tenderers quote/s multiple rates, the offer will be treated as incomplete and shall be summarily rejected.

Signature of Tenderer(s) Date:-

Page..32…

Documents

RAILWAY ELECTRIFICATION, AMBALA CANTTcore.indianrailways.gov.in/core/corrigendum/1417696865922_1st... · Cashier, Railway Electrification, Ambala Cantt. or through Demand Draft in