Public Works Department Tender
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Costs
EMD
₹ 39,878Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEWR_50950_1Tender No
31/EE/WR/D-V/KMP/2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts,cluding spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.Pump house wall section-L/W-2x6.38x0.38x0.10=0.485 S/W-2x3.62x0.38x0.10=0.275 For Outer Pillar 1x2x0.80x0.80x0.10=0.128 Pump house floor- 1x5.62x3.62x0.10=2.034
2.92
2593
887.5
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - all work upto plinth level.
-
-
-
a) 1:4:8 ( 1 Cement: 4 fine sand : 8 graded well burnt brick aggregate 40 mm nominal size) Pump house wall section-L/W-2x6.38x0.38x0.10=0.485 S/W-2x3.62x0.38x0.10=0.275 For Outer Pillar 1x2x0.80x0.80x0.10=0.128
0.89
8280
9324.5
b) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 40 mm nominal size) Pump house floor- 1x5.875x3.875x0.10=2.277 Deduct for well- 22/7x0.15x0.15x0.10= 0.007 cum (-ve) Net flooring= 2.277-0.007
2.22
21117
9512.3
First class brick work in foundation and plinth including cost of all materials as required complete In Cement mortar 1:4 ( 1 cement : 4 fine sand) Pump house wall section- 15" wall- L/W-2x6.38x0.38x0.23=1.115 S/W-2x3.62x0.38x0.23= 0.633 10" wall- L/W-2x6.25x0.25x1.12=3.50 S/W-2x3.75x0.25x1.12=2.10
10.85
96412
8888.4
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -
All work upto plinth level: a) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) Pump house floor- 1x5.875x3.875=22.766 Deduct for well- 22/7x0.15x0.15= 0.07 sqm Net flooring= 22.696 sqm
22.7
211211
9306.1
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level. Thermo-Mechanically Treated bars/ Cold twisted deformed steel bars 12 mm dia tor: Base of column-2x8x0.85m=13.60 2x8x0.85m=13.60 Vertical bar of column 2x4x6.95m=55.60 Total= 82.80m @0.89 kg/m=73.692 kg
91.46
7152
78.2
Centering shuttering including struttings, propping etc. and removal of form work for:Foundations,footings bases for columns etc for mass concrete with timber 2x4x6.20x0.25= 12.40
12.4
3334
268.9
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement- In plinth and skirting courses, fillets, columns, pillars, posts and struts 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) Column for support of G.I. pipe for hanging chain pully.base of column-2x0.90x0.90x0.15=0.243 2x6.20x0.25x0.25= 0.775
1.02
10931
10737.8
12 mm cement plaster of mix Cement mortar 1:4 (1 cement : 4 fine sand)
150
26220
174.8
Net cement punning .In cement mortar 1 : 4 ( 1 cement : 4 fine sand)
100
17480
174.8
Providing and placing of G.I. pipe over the pump house on top portion of the R.C.C. column as per specification and the direction of the Engineer-in-charge. 150 mm dia nominal bore 1x6.10m=6.10 m
6.1
14520
2380.4
First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:-.In cement mortar 1:4 ( 1 cement : 4 fine sand ) 1x3x3.30x0.25x0.25=0.619 1x3x3.00x0.25x0.25=0.563
1.18
11981
10136.49
Steel work in built up tubular ( round,square or rectangular hollow tubes etc)trusses includng cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete as required:- Electric resistance or induction butt welded tubes.Pump house truss 50mm dia- LS 80 m @ 5.10 kg/m=408.00kg 40 mm dia- LS 40 m @3.61 kg/m=144.40kg Total=552.40 kg
552.4
67890
122.9
Providing and fixing 1mm thick M.S. sheet door/window with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, & with cleats with bolts & nuts, rivets, locking arrangement, handles, hooks & eyes, pinlets including embedding in cement concrete of required grade for fixing in position, all necessary fittings, including applying a priming coat of approved steel primer etc. complete as required. Using M.S. angels 40x40x6 mm for diagonal braces.Door-1x2.10x1.20= 2.52 sqm Window- 2x1.20x0.90= 2.16 sqm Total= 4.68 sqm
4.68
16603
3547.6
Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete.Fixed to steel windows by welding
-
-
-
Fixed to steel windows by welding
30
3669
122.3
b) Fixed to openings /wooden frames with rawl plugs screws etc.
15
1896
126.4
Providing corrugated G.S. sheet roofing/walling including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.Providing corrugated G.S. sheet roofing/walling including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.63mm thick with zinc coating not less than 275gm/m2 1x7.50x5.50= 41.25 sqm
24.75
21283
859.9
Painting on G.S. sheet with synthetic enamel paint (two or more coats) of approved brand and manufacture of required colour to give an even shade on new work including a coat of appropriate steel primer but excluding a coat of mordant solution complete including cost of materials required.
24.75
2049
82.8
Applying a coat of mordant solution on G.S. sheet on new work including cost of materials required.With a solution made of 38 gms of copper acetate in litre of soft water
24.75
691
27.9
Half brick masonry with first class bricks in superstructure upto floor five level including cost of all materials as required complete:-In cement mortar 1:4 ( 1 cement : 4 fine sand ). 1x1x6.125x3.30=20.213 1x1x6.125x3.00=18.375 1x2x3.875x1/2(3.30+3.00)=24.413 Total=63.001 Deduct for-Door- 1x2.10x1.20=2.52 Window- 1x2x1.20x0.90=2.16
58.32
79497
1363.1
Finishing walls with premium acrylic smooth exterior paint of required shade of approved brand and manufacture on new work ( two or more coats applied @ 1.43 kg/10 sqm ) over and including base coat water proofing cement paint applied @ 2.20 kg/10 sqm complete including cost of materials required. Outer Side-1x1x6.125x3.30=20.213 Deduct for-Door- 1x2.10x1.20=2.52 Window- 1x2x1.20x0.90=2.16
59.9
7146
119.3
Distempering with oil bound washable distemper of approved brand and manufacture and of required shade on new work ( two or more coats ), over and including a priming coat of cement primer to give an even shade complete including cost of materials required.1x1x5.875x3.30=19.388 1x1x5.875x3.00=17.625 Deduct for- Door- 1x2.10x1.20=2.52 Window- 1x2x1.20x0.90=2.16
56.75
5431
95.7
Providing and fixing MS bolts including nuts and washers complete as per standard design:-
-
-
-
Upto 300mm length.
20
2140
107
Above 300mm length.
20
2226
111.3
Painting with synthetic enamel paint of approved brand and manufacture of required coloro to give an even shade ( payment shall be made after submission of Test Certificate issued by the Manufacturer)
Two or more coats on new work over an under coat of suitable shade with oridinary paint (primer) of approved brand and manufacture.
10
608
60.8
Installation of submerssible pump with motor upto the depth of 100 ft by GI pipe ( conforming to IS : 1239 medium class ) with tailpiece as required welded with GI flange in/c providing fitting fixing by necessary rubber washer, nuts & bolts, MS safety clamp etc. as per required size and making necessary electrical connection with main switch / starter with motor in/c commissioning & trial run as per direction of the Engineer-in-charge.5000/7500 GPH capacity with 100 mm dia G.I. pipe and 10 mm thick GI flange
1
46249
46248.9
Providing and fitting fixing of 6 feet x 4 feet x 1 inch (thickness) Gamair wood pannel board for fitting fixing of lectrical items, in/c 2 nos MS angle post ( size 2 inch x 2 inch x 9 feet ), nuts & bolts etc. for irrection of the same by 1:1.5:3 cement concrete casting ( 1 feet x 1 feet x 2 feet) below the ground level and painting two or more coats & plastic paint as per specification and direction of the Engineer-in-charge.
1
9372
9372.4
Providing and fitting fixing steel sheet enclosed switch fuse unit (suitable for DIN fuses), triple pole with Neutral Link (TPN), 415/500 Volt, L & T / Havell's/BCH make etc. complete as per specification and direction of the Engineer-incharge.
-
-
-
63 Amps
1
6124
6123.6
200 amps
1
17151
17151.1
Providing and fitting fixing of Moulded Case Circuit Breaker (MCCB) of different Thermal release range , 415 + V, 50Hz (L & T, BCH, ABB make) as per specification and direction of the Engineer-in-charge.25-32 Amps
1
5299
5299.3
Providing and fitting fixing of Fully Automatic Star Delta type Motor starter ( 3 ph. 50 Hz, 415V) in Steel Sheet Enclosures with Contractors and Timer etc. complete suitable for submersible Pump L & T, BCH, ABB make as per specification and direction of the Engineer-in-charge.25Hp/18.50 KW Relay range within 13-21 + 10%
1
17527
17526.7
Providing and fitting fixing of moving iron type, Range 0-500 V, 96mm x 96 mm size AC Volt meter ( L & T / AE make) with selector switch as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge.
1
1135
1135.3
Providing and fitting fixing of moving iron type, Range 0-100 A, 96mm x 96 mm size AC Amps meter direct reading type ( L & T / AEmake) with selector switch and CT coil as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge.
1
1965
1964.8
Providing and fitting fixing of 3 phase indicating lamps fitted with panal board with three different colour lamp with batten holder complete as per direction of the ingineer in charge.
1
268
267.5
Providing and fitting fixing with PVC insulated single core multistrand Copper cable conforming to IS : 694 for inter connection with all electrical equipments of the pannel board as per specification and direction of the Engineer-in-charge.
1
2712
2712.4
Providing earthing with perforated 40 mm dia G.I. pipe (Medium class) ( 12 mm dia perforation ), laying of 4 mm dia GI wire from earth electrode to panel, including excavating hole of 600 mm dia and refilling with Salt and Charcoal / coke in alternate layers of 300 mm , as per standard specification and direction of the Engineer-in-charge.For 3-phase connection with 4.00 mtr long G.I. pipe
1
23656
23655.9
Excavating trenches of required width for pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm (slope-1 in 200)including getting out the excavated soil and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per Chapter - 2 of CPWD specification and direction of the Engineer - in -
-
-
-
A. For UPVC pipes in new work a. In all kinds of soil I) For pipes not exceeding 90 mm dia
400
35040
87.6
II) For pipes exceeding 90 mm dia but not exceeding 300 mm dia
2200
234080
106.4
B. For G.I. / C.I. / D.I. pipes in new work In all kinds of soil II) For pipes exceeding 90 mm dia but not exceeding 300 mm dia
12
1198
99.8
Providing and laying different dia rigid UPVC pipes of Working Pressure 2.5 kg/4.0 kg/ sq.cm. complete with necessary coupler and solvent cement as per CPWD Specification & direction of Engineerin-
charge.
-
-
-
A) Working pressure 4.00kg/2.50 kg/cm2 a) 90 mm dia
400
48276
120.69
b) 110 mm dia
1200
209928
174.94
c) 140 mm dia
800
213688
267.11
d) 160 mm dia
200
69096
345.48
Providing and fitting fixing rigid UPVC reducing socket (one size lower at one end, both end socketted) suitable for pipes of Working pressure 2.5/4.0 kg/sq.cm. as per CPWD Specification & direction oProviding and fitting fixing rigid UPVC reducing socket (one size lower at one end, both end socketted) suitable for pipes of Working pressure 2.5/4.0 kg/sq.cm. as per CPWD Specification & direction of Engineer-in-charge.
-
-
-
(a)110X90 mm
2
895
447.54
(b)140X110 mm
2
1015
507.62
(c)160X140 mm
2
1151
575.72
Providing and fitting fixing of different dia rigid UPVC equal Tee(including earth cutting & backfilling all socketted) suitable for pipes as per IS specification of Working pressureProviding and fitting fixing of different dia rigid UPVC equal Tee(including earth cutting & backfilling all socketted) suitable for pipes as per IS specification of Working pressure 2.5/4.0 kg/sq.cm confirming to IS: 10124 (Part-V) as per CPWD Specification & direction of Engineer-in-charge.
Equal Tee
-
-
-
160x160x160 mm dia
2
2157
1078.45
140x140x140 mm dia
2
1862
930.94
110x110x110 mm dia
2
1700
850.15
90x90x90 mm dia
2
1588
793.93
Providing and fitting fixing of different dia rigid UPVC un-equal Tee(including earth cutting & backfilling all socketted) suitable for pipes as per IS specification of Working pressureProviding and fitting fixing of different dia rigid UPVC equal Tee(including earth cutting & backfilling all socketted) suitable for pipes as per IS specification of Working pressure 2.5/4.0 kg/sq.cm confirming to IS: 10124 (Part-V) as per CPWD Specification & direction of Engineer-in-charge.
Equal Tee
-
-
-
160x160x140 mm dia
5
5129
1025.75
140x140x110 mm dia
3
2794
931.47
110x110x90 mm dia
4
3641
910.35
160x160x110 mm dia
3
2982
994.04
160x160x90 mm dia
5
4912
982.4
140x140x90 mm dia
4
3641
910.35
Providing & fitting fixing rigid UPVC bend(30 degree,45 degree,60 degree, 90 degree) for UPVC pipes as per IS specification of Working pressure 2.5/4.0 kg/sq.cm as per CPWD Specification & direction of Engineer-in-chargeProviding & fitting fixing rigid UPVC bend(30 degree,45 degree,60 degree, 90 degree) for UPVC pipes as per IS specification of Working pressure 2.5/4.0 kg/sq.cm as per CPWD Specification & direction of Engineer-in-charge.
-
-
-
90 mm dia
15
9387
625.81
110 mmdia
10
6765
676.47
140 mmdia
5
4004
800.89
160 mmdia
2
1762
881.17
Providing, fixing and laying febricated UPVC endcap conforming to IS:10124 (Part 4) with solvent cement conforming to IS:14182 including testing of joints complete as per CPWD specification.
-
-
-
(a)90 mm dia
4
595
148.7
(b)110 mmdia
3
524
174.6
(c)140 mmdia
2
501
250.4
Providing and fitting fixing of G.I hydrant suitable for PVC pipes as per standard specification complete as per direction of Engineer-incharge (Rate excluding the cost of NTP control valve).a) 80 x 50mm dia
30
65423
2180.77
Providing and fixing C.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as per of CPWD specification and direction of the Engineer - in - charge.
-
-
-
150 mm dia (PN-1.0)
3
22185
7395.1
125 mm dia (PN-1.0)
4
21705
5426.3
100 mm dia (PN - 1.6)
4
22244
5561.1
Providing, fixing and laying flanged fabricated UPVC tailpiece with MS flange ( 8 mm thick ) conforming to IS : 10124 ( Part 6 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
(a)160mm dia
8
7226
903.3
(b) 140 mm dia
8
5581
697.6
(c ) 110 mm dia
8
4121
515.1
Providing and fixing G.I. pipes medim class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good the walls etc. complete as per CPWD specification and direction of the EngineerProviding and fixing G.I. pipes medim class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer - in - charge.
External work.
-
-
-
150 mm dia nominal bore 1x1x6.00=
12
23178
1931.5
125 mm dia nominal bore 1x1x6.00=
12
19776
1648
Supplying & fitting fixing of GI bend of approved quality
-
-
-
150 mm dia
1
3385
3384.98
125 mm dia
1
2883
2883.26
Hiring charge of welding set of single phase with operating staff and carrying upto the site of work including loading and unloading (both way) complete as per direction of Engineer-in-charge.
3
9453
3150.84
Providing & fitting fixing M.S flange (10mm thick) at site of work of approved quality.
-
-
-
150 mm dia 1x1x2=
4
2186
546.55
125 mm dia 1x1x2=
4
1753
438.17
Providing & fitting fixing Rubber flange washer 6 mm thick at site of work of approved quality.
-
-
-
150 mm dia 1x1x2=
2
227
113.72
125 mm dia 1x1x2=
2
182
90.98
Providing and fixing MS bolts including nuts and washers complete as per standard design:- Upto 300mm length.- 1x5x6= 30 nos 1x4x6=24 nos 1x4x6=24 nos Total=78 nos @ 0.10 kg/no=
7.8
835
107
Earthwork in excavation by mechanical means(Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan ) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 mtr.- all kinds of soilAll kinds of soil a) by manual means Sluice Valve chamber -8x1.70x1.70x1.00 = 23.12Cum Total =23.12 Cum
31.79
5388
169.5
Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.Sluice Valve chamber - 11x1.70x1.70x0.10 = 3.179 Cum
3.18
2822
887.5
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level:a) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 40 mm nominal size)Hydrant grouting- 1x30x0.45x0.45x0.40=2.43cum Sluice Valve chamber - 11x1.70x1.70x0.15 = 4.768 Cum Total=7.198cum
7.19
58064
8075.6
First class brick work in foundation and plinth including cost of all materials as required complete:- In cement mortar 1:4 ( 1 cement : 4 fine sand ). Sluice Valve chamber - 11x2x1.50x.25x0.75 =6.18 Cum Total = 6.18 Cum
6.18
54930
8888.4
12 mm cement plaster of mix In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) Sluice Valve chamber (Inner Side wall) - 11x4x1.25x0.75 = 41.25 Sqm Sluice Valve chamber (Top of the wall) - 11x2x1.50x0.25 = 8.25 Sqm Sluice Valve chamber (Outer side of the wall) - 11x4x1.00x0.75 =33.00 Sqm Total = 82.50 Sqm
82.5
14421
174.8
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