Public Works Department Tender
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Costs
EMD
₹ 33,628Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Arrangement Of Drinking Water Source At Bop- Beltoli , 96 Bn Under Sector Hq Bsf Udaipur/sh- Sinking Of 1 ( One ) No Small Bore Deep Tube Well (sbdtw) By Manual Means Including Laying Of Distribution Pipeline, Installation Of Pump-motor Set, Constru
Description
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Contact
Tender Id
2024_CEDWS_51322_1Tender No
22/EE/DWS/AMP/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://tripuratenders.gov.in
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Documents
BOQ Items
ii) 150 mm dia
34
35972
1058
B. 'RS' pipe i) 100 mm dia
30
22875
762.5
Providing and fixing of UPVC reducer suitable for UPVC 'CM' casing or 'CS' casing or 'RS' pipes as per specification and direction of the Engineer-in-charge. (i) 150 x 100 mm dia
1
869
869.1
Providing and fixing of UPVC end cap / well cap suitable for UPVC 'CM' casing or 'CS' casing or 'RS' pipes as per specification and direction of the Engineer-in-charge. (i) 100 mm dia
1
450
449.5
Providing and Shrouding of the deep tube well assembly with washed pea gravels ( 2.0 - 4.75 mm effective size ) as perspecification ( IS : 4097) and direction of the Engineer - in - charge. A ) with contrctor's rig (i) With pea gravels obtained from Durgapur, West Bengal
2.9
35204
12139.2
Washing & Development of tube well by using hand pump or by any suitable method and testing of the well as per specification and direction of the Engineer-in-charge.
100
3550
35.5
Supplying and installation of water lubricated submersible pump having ISI marked of capacity 2000 GPH total head upto 60 mtr. couple with submersible motor 3 HP suitable 240 volts(+10% variation single phase,50HP AC supply DOL starting method to run at 2880RPM alongwith 35 mtr 2.5sqmm PVC insulated 3 core flat copper cables including fitting fixing and lowering it with 40mm dia G.I. pipe upto 100 ft.(30.00mtr) etc. complete as per direction of the Engineer-in-charge.(40mm dia. G.I. pipe and fittings will be paid separately)
2
69442
34721
Supplying and fitting fixing of MS box of having size 60cm x 60cm x 45cm with slope roof and front shutter with locking arrangement fitted with 4 nos. 40mm x 40mm x 6 mm MS angle of 1.60m long in/c providing & fitting wooden board inside the box having size 55cm x 55cm x 1'' thick for fitting all the electrical features like starter, main switch and in/c cost of necessary painting & embedding the box with CC block size 30cm x 30cm x 60cm with 1:2:4(1 cement:2 R/sand:4 jhama brick aggregate 20 mm n/s) as per direction of the Engineer – in – charge.( starter,main switch etc. will be pai separately)
1
4901
4900.53
Providing and fitting fixing of steel sheet enclosed switch fuse unit( suitable for DIN fuses), tripple pole with neutral link(TPN), 415/500 volt, L&T/Havels/BCH make etc complete as per specification and direction of the Er-in-charge. i) 32 amps
2
8588
4294.1
Providing and fitting fixing of single phase motor starter panel unit 3.0 HP capacity comprising with 2 pole conductor, over load relay, capacitor, volt meter, amps meter of BCH/L&T make with necessary copper wire etc. complete as per specification and direction of the Er-in-charge.
2
8815
4407.55
Providing and fixing G.I. pipes of medium class as per IS: 1239 with latest amendment complete with G.I. fittings and clamps, including cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer-in-charge. A. Internal work - Exposed on wall ( i ) 40 mm dia nominal bore
96
49075
511.2
Providing and fixing fixing of housing clamp ( made with 12 mm thick MS sheet) alongwith well cap ( made with 10 mm thick MS sheet) with necessary arrangements for SBDTW as per CPWD specification and direction of the Engineer-in-charge. i ) 150 mm dia
2
6067
3033.4
Excavating trenches of required width for pipes,cables etc. including excavation for sockets, dressing of sides where required, ramming of bottoms, depth up to 1500 mm (slpoe-1 in 200) including getting out the excavated soil and bacfilling 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-charge. A) For UPVC pipes in new work …….a)In all kinds of soil i) For pipes not exceeding 90 mm dia.
200
13060
65.3
Providing, fixing and laying rigid UPVC pipes cinforming to IS: 4985 jointing with couplers, of same class conforming to IS: 10124 Pt- II ) solvent cement conforming to IS: 14182 including testing of joints complete( but excluding the cost of specials like bends, tees, etc which will paid separately) as per CPWD specification and direction of the Engineer-in charge..... A) Class-3( Working pressure 6.0kg/cm2 ) ( i ) 40 mm OD
200
14560
72.8
Providing and fixing G.I. union as per CPWD specification and direction of the Engineer-in-charge. (i) 32 mm dia
12
3614
301.2
Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer-in-charge. i ) 15 mm dia 75 mm long
8
402
50.2
Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer-in-charge. (i) 15 mm dia
8
550
68.8
Providing and fixing C.I. bib cock (long handle) as per CPWD specification and direction of the Engineer-in-charge. (i) 15 mm dia
8
702
87.7
Providing and fixing G.I. Full way valve as per CPWD specification and direction of the Engineer-in-charge. ( i) 40 mm dia
2
750
374.8
Providing and fitting fixing with PVC insulated 3 core flat copper cable conforming to relevant IS Code for submersible motor with all necessary equipments and fittings as required as per specification and direction of the Engineer-in charge. ( I ) 2.50 sqmm
60
8250
137.5
Earth work 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 m. - All kinds of soil.
0.6
102
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.
0.1
89
887.5
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level: (i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
0.5
4653
9306.1
12 mm cement plaster of mix : ( i ) Cement mortar 1:4 (1 cement : 4 fine sand )
1
175
174.8
Neat cement punning .
1
45
45.1
Earth work 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 m. -All kinds of soil
48.26
8179
169.5
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. - All kind of soil
32.17
3870
120.3
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.
3.73
3314
887.5
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level
i) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate of 40 mm nominal size)
3.41
27538
8075.6
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- -All work upto plinth level: i) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
11.24
141423
12581
ii) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded well burnt brick aggregate 20 mm nominal size)
2.88
31552
10974.6
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 the cost of centring, shuttering, finishing and reinforcement- i) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded well burnt brick aggregate 20 mm nominal size)
0.81
9587
11791.9
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15 ° landings, balconies, shelves ,chajjas, lintels, bands, plain window sills, staircases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement- i) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded well burnt brick aggregate 20 mm nominal size)
1.6
19368
12104.7
Centering shuttering including struttings, propping etc. and removal of form work for: i) Foundations, footings, bases for columns etc. for mass concrete with timber plank
4.8
1291
268.9
ii) Suspended floors, roofs, landings, balconies and access platform with timber planks
17.57
8158
464.3
iii) Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank
12
3812
317.7
iv) Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank
13
6010
462.3
v) Walls (any thickness) including attached pilasters,buttresses, plinth and string courses etc. using shuttering ply
66.54
24618
370
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level. i) Thermo-Mechanically Treated bars/Cold twisted deformed steel bars
1983
155071
78.2
Supplying and fixing C.I. Cover without frame for Manhole: (i) 455 x 610 Rectangu;ar C.I. cover ( light duty ) the weight of the cover to be not less than 23 kg.
1
1360
1360.4
Providing M.S. foot rests including fixing in Manholes with 20x20x10 cm cement concrete blocks 1 : 3 : 6 ( 1 cement: 3 fine sand: 6 graded stone aggregate 20 mm nominal size) as per standard design: (i) With 20 mm diameter round bar.
1
345
344.7
6 mm cement plaster of mix (i) Cement mortar 1:3 (1 cement:3 fine sand)
72.93
12748
174.8
Neat cement punning
48.18
2173
45.1
Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers.
9
512
56.9
Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification
72
4428
61.5
Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
4000
40000
10
Providing and fitting fixing of Tara Pump conforming to IS:14106 as per specification and direction of the Engineer-in-charge.
2
22509
11254.6
Excavating trenches of required width for pipes,cables etc. including excavation for sockets, dressing of sides where required, ramming of bottoms, depth up to 1500 mm (slpoe-1 in 200) including getting out the excavated soil and bacfilling 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-charge. A) For UPVC pipes in new work... a)In all kinds of soil (i)For pipes not exceeding 90 mm dia.
210
13713
65.3
Providing, fixing and laying rigid UPVC pipes cinforming to IS: 4985 jointing with couplers, of same class conforming to IS: 10124 Pt- II ) solvent cement conforming to IS: 14182 including testing of joints complete( but excluding the cost of specials like bends, tees, etc which will paid separately) as per CPWD specification and direction of the Engineer-in charge..... A) Class-3( Working pressure 6.0kg/cm2 ) ( i ) 40 mm OD
150
10920
72.8
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold-eater supply including all CPVC plain & brass threaded fittings this include jointing of pipe & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per dirction of the Engineer-in-charge.--External work: i) 15 mm niminal bore
150
24105
160.7
ii) 25 mm niminal bore
90
21528
239.2
iii) 40 mm niminal bore
90
37701
418.9
Providing and fixing G.I. pipes of medium class as per IS: 1239 with latest amendment complete with G.I. fittings and clamps, including cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer-in-charge. A. Internal work - Exposed on wall i) 15 mm niminal bore
30
6627
220.9
ii) 25 mm niminal bore
30
8130
271
Providing, Installation & commissioning of 3000 LPH capacity Iron Removal Plant (IRP) of BHARATI/HES make in/c. Prefilter for removing iron fromsource ofwater ( Iron content should be less or equal to 0.3 - 1.0 PPM as per BIS 10500.
1
495320
495320
Providing and fitting fixing of moving iron type, range 0 - 100 /0-200 amps, 96mm x96 mm size AC Amps meter direct reading type (L&T/AE make) with selector switch and CT coil as a electrical instrument of the panel board as per specification and direction of the Engineer-in-charge.
1
1671
1671.4
Providing and fitting fixing of moving iron type, range 0 - 500 V, 96 mmx96 mm size AC Volt meter (L&T/AE make) with selector switch as a electrical instrument of the panel board as per specification and direction of the Er-in-charge.
1
955
954.8
Providing and fitting fixing of steel sheet enclosed switch fuse unit( suitable for DIN fuses), tripple pole with neutral link(TPN), 415/500 volt, L&T/Havels/BCH make etc complete as per specification and direction of the Er-in-charge. i) 100 amps
1
8390
8390.2
Providing and fitting fixing of Moulded Case Circuit Breaker(MCCB) of different Thermal release range 415 + volt, 50 Hz ( L&T,BCH, ABB make ) as per specification and direction of the Er-in-charge. i) 25 - 32 Amps
1
4318
4318.2
Providing and fitting fixing single phasing preventor +selectable under voltage +selectable over voltage on delay 5 sec. & off delay 15 sec phase asymmetry 10% L & T/ BCH/HAVELS/SIEMENS etc. make complete as per specification and direction of the Engineer-in-charge.
1
1664
1664.2
Providing and fitting fixing of 6 feet x 4 feet x 1 inch( thickness) Gamair wood/ ply wood panel board for fitting fixing of electrical items, in/c 2 nos. MS angle post( size 2 inch x 2 inch x 9 feet), nuts & bolts etc for errection of the same by 1:1.5:3 cement conrete casting(1 feet x 1 feet x 2 feet) below the ground level and paintint two or more coats and plastic paint as per specification and direction of the Engineer-in-charge.
1
7847
7847.4
Steel work in built up tubular ( round, square or rectangular hollow tubes etc ) trusses etc. includng cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welded and bolted with special shaped washers etc. complete. i) Hot finished welded type tubes
260
31954
122.9
Providing corrugated G.S. sheet roofing 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.... A) 0.63 mm thick with zinc coating not less than 275gm/m2.
18
15478
859.9
Providing ridges or hips of width 60 cm over all in plain G.S. fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete. i) 0.63 mm thick with zinc coating not less than 275 gm /m2
18
49968
2776
Earth work 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 m. - All kinds of soil
16.8
2848
169.5
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. - All kinds of soil
4.8
577
120.3
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.
1.73
1531
887.5
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level: i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
2.85
26476
9306.1
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