Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Electrical Goods and Equipments
Water Storage And Supply
Eprocure
Opening Date2 Aug 2024
Closing Date22 Aug 2024
Tender Amount₹ 19,20,737
Costs
EMD
₹ 38,415Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Construction Of 01 No. Sbdtw 150 Mm 3000 Lph Hes/bharti Make Electro-chlorinator Based Irp And Reservoir With Irp Shade, At Banderkhub Bop Under 96 Bn Bsf Under Dws Division Sabroom During 2024-25.
Description
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Contact
Tender Id
2024_CEDWS_51287_1Bid Award Id
ViewTender No
24/EE/DWS/DIVN/SBM/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://tripuratenders.gov.in
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Documents
BOQ Items
A. 'CM' Casing pipe
i) 100 mm dia
36
21874
607.6
ii) 150 mm dia
34
44819
1318.2
B. 'RS' pipe
i) 100 mm dia
30
28533
951.1
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
1083
1082.6
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
560
560.4
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
3.5
50099
14314
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
4700
47
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
10532
5266
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 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
7819
3909.5
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.
410
35916
87.6
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
350
31430
89.8
Providing and fixing G.I. union as per CPWD specification and direction of the Engineer-in-charge. (i) 32 mm dia
12
4645
387.1
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
513
64.1
Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer-in-charge. (i) 15 mm dia
8
629
78.6
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
883
110.4
Providing and fixing G.I. Full way valve as per CPWD specification and direction of the Engineer-in-charge. ( i) 40 mm dia
2
941
470.4
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
12678
211.3
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
139
231.6
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
118
1177.3
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
5371
10742.6
12 mm cement plaster of mix : ( i ) Cement mortar 1:4 (1 cement : 4 fine sand )
1
224
224.2
Neat cement punning .
1
57
56.8
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
65.06
15067
231.6
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
36.97
5963
161.3
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.
5.46
6427
1177.3
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
31698
9295.7
i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
2.85
30563
10742.6
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
158210
14075.6
ii) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
2.88
34712
12073.8
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 stone aggregate 20 mm nominal size)
0.81
10818
13305.8
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 stone aggregate 20 mm nominal size)
1.6
21735
13584.5
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
1603
333.9
ii) Suspended floors, roofs, landings, balconies and access platform with timber planks
17.57
10140
577.1
iii) Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank
12
4692
391
iv) Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank
13
7410
570
v) Walls (any thickness) including attached pilasters,
buttresses, plinth and string courses etc. using shuttering
ply
66.54
33009
496.1
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. i) Thermo-Mechanically Treated bars of grade Fe-500D or more
2000
207800
103.9
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
1600
1600
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
430
429.5
6 mm cement plaster of mix (i) Cement mortar 1:3 (1 cement:3 fine sand)
72.93
13543
185.7
Neat cement punning
48.18
2737
56.8
Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers.
9
637
70.8
Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification
72
5594
77.7
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
48400
12.1
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
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
32010
213.4
ii) 25 mm niminal bore
90
36000
400
iii) 40 mm niminal bore
90
57060
634
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
7989
266.3
ii) 25 mm niminal bore
40
16888
422.2
iii) 40 mm dia nominal bore
96
59414
618.9
Providing, Installation & commissioning of 3000 LPH capacity Elcrochlorinator based 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
1965
1964.8
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
1135
1135.3
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
10275
10274.8
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
5299
5299.3
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
38012
146.2
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
21697
1205.4
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
13154
730.8
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