Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date2 Aug 2024
Closing Date22 Aug 2024
Tender Amount₹ 67,71,688
Costs
EMD
₹ 1,35,434Document Cost
₹ 4,000Tender Fee
Refer Documents
Summary
Construction Of 03 Nos. Sbdtw 150 Mm 3000 Lph Hes,bharti Make Electro-chlorinator Based Irp And Reservoir With Irp Shade, At Bhangamura, Chitabari And Harbatali Bop Under 31 Bn Bsf Under Dws Division Sabroom During 2024-25.
Description
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Contact
Tender Id
2024_CEDWS_51283_1Bid Award Id
ViewTender No
01/SE/DWSC/UDP/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://tripuratenders.gov.in
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Documents
BOQ Items
Providing & Lowering of UPVC pipe as per IS:12818 after washing of the bore hole by the mini drilling rig as per specificastion & direction of the Engineer-in-Charge With Contractor's Mini Rig A. UPVC 'CS' casing pipes
-
-
-
i) 150 mm dia
348
485216
1394.3
B. RS pipe i) 150 mm dia
108
198817
1840.9
Providing and fixing of UPVC end cap suitable for UPVC 'CM'casing or 'CS' casing or 'RS' pipes as per specification and direction of the Engineer - in - charge.
i) 150 mm dia
3
1767
589.1
Providing and shrouding of the deep tube well assembly with washed pea gravels ( 2.0 - 4.75 mm effective size ) as per specification ( IS : 4097) and direction of the Engineer - in - charge. A) With Pea-Gravel obtain from Durgapur West bengal With Contractor's Mini Rig
36
515304
14314
Providing and fixing of housing clamp ( made with 12 mm thick MS sheet ) by welding with blind pipe including applying of anticorrusive bitumastic paint as per specification ( IS : 2800 (part-I) and direction of the Engineer - in - charge.
i) 150 mm dia
3
11729
3909.5
Washing and development of tube well by using Air Compressor and testing of the well as per specification (IS:11189) and direction of the Engineer-in-Charge. i)Using Contractor's own Air Compressor ii) using air compressor of 300 -450 CFM output for SBDTW
3
220527
73508.9
Providing and lowering of submersible pump of 65.00 mtr. Head with suitable single-phase submersible motor in/c Additional 32.00 mtr. Submersible 3 core copper flat cable(2.5 mm2 size) along with 40mm GI flange( maximum length of each column pipe is 3.00 mtr and total 21 mtr. Long column assembly) in/c fitting fixing of necessary rubber insertion, 90 degree GI single end flanged short pice, GI tail piece and 100mm x 40 mm G.I reducing socket, 100mm dia C.I non -return valve etc. complete in respect as direction of the Engg in-charge. a) For 1500/2,000 GPH capacity submersible with 2/3HP submersible motor.
6
286446
47741
Suppling and fitting fixing of M.S(18SWG)"KIOSK"(size;-width450mm X length1200mm x height 850mm)fitted with 4 Nos .support of 75mm X 75mm(6mm thick)M.S angle for embedding in 1:2:4 cement concerete bass(size 300mmX 300 X 600mm) with proper locking arrangement and coated with anti-corrisive base( size 300 mm x 300 mm x 600mm) with proper locking arrangement and coated with anti-corresive paint(both inside and outside) including necessary provisions for fitting fixing of single phase motor starter unit,main switch,energy meter etc, complete in all respect as per direction of the Engg. In-charge.
3
30000
10000
Supplying and fitting fixing of single-phase motor starter unit(with 2 pole contactor, overload relay, Volt meter & Amp. Meter), 32 Amps main switch(220 volt) o f Havels/BCH/L&T make in KIOSK including necessary electrical wiring and GI pipe earthing etc. complete as per direction of the Engg. in-charge.(2 Hp/3Hp Motor)
6
38190
6365
Trial run and comissioning of the scheme in all respect as per direction of the Engg. In-charge.
3
3000
1000
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 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 - charge
A. For UPVC pipes in new work(For all kind of soil) For pipe not exceeding 90 mm dia
300
26280
87.6
Providing, fixing and laying rigid UPVC pipes conforming to IS : 4985 jointing with couplers, of same class conforming to IS : 10124 ( Pt-II ) with solvent cement conforming to IS : 14182 including testing of joints complete ( but excluding the cost of specials like bend, tees etc. which will be paid separately ) as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. A. Class - 3 ( working pressure 6.0 kg / cm2) : 40mm OD
300
26940
89.8
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
2.05
474
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.
0.24
283
1177.3
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -
All work upto plinth level:
1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
2.32
24880
10742.6
Providing, installation, Commisioning of 3000 LPH capacity Elcrochlorinator based IRP of BHARTI/HES make in/c pre filter for removing iron from source of water (Iron content should be less or equal to 0.3-1.00 PPM as per BIS 10500).
3
1670100
556700
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. i) 25-32 Amps SP
3
15898
5299.3
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.
18000
217800
12.1
Running operation and mtc. Of IRP for SBDTW by skilled operator and common salt for 180 days/2-4 hr Per day.
540
137376
254.4
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. Hot finished welded type tubes
2040
298248
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.
0.63mm thick with zinc coating not less than 275gm/m2
54
65092
1205.4
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
67.2
15564
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 kinds of soil
19.2
3097
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.
7.2
8477
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 stone aggregate 20 mm nominal size)
10.56
113442
10742.6
Providing and laying cement concrete 1:2:4 (1 cement : 2 fine sand : 4 graded stone aggregate) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips etc. complete. 40 mm thick with 20 mm stone aggregate
57.6
35384
614.3
First class brick work in foundation and plinth including cost of all materials as required complete:-
i) In Cement mortar 1:4 ( 1 cement : 4 fine sand)
28.8
283542
9845.2
Providing and laying cement plaster skirting upto 300 mm height with cement mortar 1 : 3 ( 1 cement : 3 fine sand ) finished with a floating coat of neat cement including rounding of junctions etc. complete.
i) 18 mm thick
57.6
26133
453.7
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- A) All work upto plinth level:
i) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
3.36
39433
11735.9
Centering shuttering including struttings, propping etc. and removal of form work for: Suspended floors, roofs, landings, balconies and access platform with timber planks
57.6
33241
577.1
12 mm cement plaster of mix i) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
153.6
34437
224.2
15 mm cement plaster on the rough side of single or half brick wall of mix: Cement mortar 1:4 (1 cement : 4 fine sand)
48
12509
260.6
Neat cement punning.
201.6
11451
56.8
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 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 - charge
A. For UPVC pipes in new work(For all kind of soil) For pipe not exceeding 90 mm dia
1200
105120
87.6
Providing, fixing and laying rigid UPVC pipes conforming to IS : 4985 jointing with couplers, of same class conforming to IS : 10124 ( Pt-II ) with solvent cement conforming to IS : 14182 including testing of joints complete ( but excluding the cost of specials like bend, tees etc. which will be paid separately ) as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. A. Class - 3 ( working pressure 6.0 kg / cm2) : 40mm OD
900
80820
89.8
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 Engineer - in - charge. (External Work)
-
-
-
i) 15 mm nominal bore
60
15240
254
ii) 25 mm nominal bore
60
18168
302.8
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold-water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.
External work
-
-
-
i) 15 mm nominal bore
150
32010
213.4
ii) 25 mm nominal bore
900
360000
400
iii) 40 mm nominal bore
300
190200
634
Supplying and fixing C.I. cover without frame
for manholes :
455 x 610 mm rectangular C.I. cover (light duty)the weight of the cover to be not less than 23 kg.
6
9600
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 :
With 20 mm diameter round bar
42
18039
429.5
Providing fitting fixing possitioning of 1HP 35 Mtr Head Comptron/Kirloskar make Domestic motor in/c Overload protection 2P L&T/BCH make DOL starter etc complete
6
47046
7841
Providing and fitting fixing of 6 feet x 4 feet x 1 inch (thickness) Gamair wood / plywood pannel 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 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 Engineerin- charge.
3
28117
9372.4
Providing fitting fixing possitioning & test run of 4HP 210 Mtr Head 3000LPH DUKE/Comptron/Kirloskar make High head SP motor in/c Suitbale lenth GI/UPVC 40mm column pipe, Non Return Valve, in 12 inch ERW/DI underground shell of 10000Ltr resurvour (Chitabari)
2
57800
28900
Suppling and fitting fixing of M.S(18SWG)"KIOSK"(size;-width450mm X length1200mm x height 850mm)fitted with 4 Nos .support of 75mm X 75mm(6mm thick)M.S angle for embedding in 1:2:4 cement concerete bass(size 300mmX 300 X 600mm) with proper locking arrangement and coated with anti-corrisive base( size 300 mm x 300 mm x 600mm) with proper locking arrangement and coated with anti-corresive paint(both inside and outside) including necessary provisions for fitting fixing of single phase motor starter unit,main switch,energy meter etc, complete in all respect as per direction of the Engg. In-charge. (Chitabari)
1
10000
10000
Supplying and fitting fixing of single-phase motor starter unit(with 2 pole contactor, overload relay, Volt meter & Amp. Meter), 32 Amps main switch(220 volt) o f Havels/BCH/L&T make in KIOSK including necessary electrical wiring and GI pipe earthing etc. complete as per direction of the Engg. in-charge.(3Hp/4Hp Motor)(Chitabari)
2
12730
6365
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