Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date22 Dec 2023
Closing Date10 Jan 2024
Tender Amount₹ 71,64,855
Costs
EMD
₹ 1,43,297Document Cost
₹ 4,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CEDWS_45254_1Bid Award Id
ViewTender No
53/EE/DWS/DIVN/SBM/2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://tripuratenders.gov.in
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Documents
BOQ Items
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Providing & lowering of UPVC pipe as per IS:12818 after washing of the bore hole by manual means as per specification and direction of the Engineer - in - charge.
-
-
-
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A.'CM' Casing pipe
i) 150 mm
396
522007
1318.2
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A.'CM' Casing pipe
ii) 100 mm
492
298939
607.6
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B. 'RS' pipe
i) 100 mm dia
396
376636
951.1
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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
12
12991
1082.6
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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 contractor's rig
i) Pea gravels obtained from Durgapur, West Bengal.
52.56
752344
14314
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Washing and 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.
1320
62040
47
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Supplying and fitting fixing of submersible pump of 2000 GPH capacity, 45 mtr head with motor of 3 HP required capacity single phase including 40 mm dia 30.00 mtr heavy duty GI pipe assembly and reducing socket, delivery bend 90 non return valve and fitting etc as per direction of the Engineer-in-charge.
12
287760
23980
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Supplying & fitting fixing of single phase motor starter unit (with 2 pole contactor, overload relay, volt meter & amps meter) 32 amps main switch (220 volt) of Havels/BCH/L&T make in KIOSK in/c necessary electric wiring and G.I pipe earthing etc complete as per direction of the Engineer-in-charge.
i) For 3 HP Submersible motor
12
76380
6365
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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
12
63592
5299.3
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Providing and fixing C.I. non-return valve of approved quality as per of CPWD specification and direction of the Engineer - in - charge.
i) 50 mm nominal bore
12
43513
3626.1
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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
38.88
9005
231.6
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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.
5.18
6098
1177.3
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -
A) All work upto plinth level
i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 40 mm nominal size)
11.02
112455
10204.6
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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 )
12.67
124739
9845.2
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Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-
i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
5.04
63459
12591.1
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Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in mouldings as in cornices, windows sills etc, including setting in cement mortar 1:3 (1 cement : 3 coarse sand) cost of required centering, shuttering but, excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size).
0.48
8591
17898.3
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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
496.8
51618
103.9
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Centering shuttering including struttings, propping etc. and removal of form work for:
i) Suspended floors, roofs, landings, balconies and access platform with timber planks
9.84
5679
577.1
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Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:-
i) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
61.2
80282
1311.8
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12 mm cement plaster of mix
i) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
68.76
15416
224.2
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Providing and fixing 1mm thick M.S. sheet door 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.
14.4
67848
4711.7
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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 - charge. A. For UPVC pipes in new work a. In all kinds of soil
i. For pipes not exceeding 90 mm dia
9360
819936
87.6
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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 CPWD specification and direction of the Engineer - in - charge.
A. Class - 3 ( working pressure 6.0 kg / cm2)
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i. 40 mm OD
4800
431040
89.8
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ii. 50 mm OD
2400
270720
112.8
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Providing and fixing G.I. Reducer with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
a) 50 x 40 mm dia.
12
2778
231.5
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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. A) External work.
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-
-
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b) 40 mm dia. nominal bore
480
263568
549.1
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c) 50 mm dia. nominal bore
360
235404
653.9
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Providing and laying of flexible PVC pipe (conforming to IS:7634) complete as per specification and direction of the Engineer - in - charge (cost of earth work and fittings will be paid separately). i) 15 mm dia
2160
123768
57.3
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Providing and fixing brass ferrule with C.I. cover conforming to IS : 2692 including boring and tapping the main as per CPWD specification and direction of the Engineer - in - charge.
i) 15 mm nominal bore
120
45924
382.7
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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. complete.
i) Hot finished welded type tubes
312.48
45685
146.2
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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.
i) 0.63 mm thick with zinc coating not less than 275 gm / m2
52.92
63779
1205.2
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Providing and fitting fixing PVC / plastic bib cock conforming to IS : 9763 in hydrant points at different location as per
specification & direction of the Engineer-in-charge.
i) 15 mm dia PVC /plastic bib cock
120
14328
119.4
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Providing and fitting fixing with PVC insulated 3 core flat Copper cable conforming to relevant IS code for submerssible motor with all necessary equipments and fittings as required as per specification and direction of the Engineer-in-charge.
i) 2.50 sqmm
600
126780
211.3
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Providing and fixing in position Precast RCC hydrant post of size 100 mm dia ( made with reinforced cement concrete 1 : 1.5 : 3 ( 1 cement : 1.5 fine sand : 3 graded well burnt brick aggregate 1st class 12 mm nominal size) and steel reinforcement ( TMT bars )3 nos 8 mm dia 950 mm long and 7 Nos 6 mm dia ties including plastering the surface with 6 mm thick cement mortar 1 : 3 ( 1 cement: 3 sand ) finished with a floating coat of neat cement including providing & embedding 15 mm dia G.I. pipe (medium class as per IS : 1239 ) with necessary GI fittings like 2 Nos elbow, 1 no socket, 2 nos nipple 225 mm long and fitting fixing of PVC bib cock with GI socket, GI union complete with all earth work required including refilling etc. complete as per approved drawing ( Drawing No-06/CE/ACE/P&DU/ DWS/2022-23), specification and direction of Engineer-in-charge.
120
170160
1418
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Providing and fixing in position Precast RCC platform of size 900 mm x 900 mm x100 mm with curb of size 75 x 75 mm keping an opening of 200 mm wide for surface drain of 60 cm length of size (200 mmx150 mm) in a suitable place for draining out of grey water (made with cement concrete 1:1.5:3 (1 cement: 1.5 sand: 3 graded well burnt brick aggregate 12 mm nominal size) and steel reinforcement(TMT bars ) 6 nos. 8 mm dia in both direction including plastering the exposed surface with 6 mm thick cement mortar 1:3 (1 cement :3 sand) for platform &12 mm cement plaster(1:4) (1 cement :4 sand) for surface drain finished with a floating coat of neat cement complete with all earth work required including refilling etc. complete as per approved drawing (Drawing No-06/CE/ACE/P&DU/DWS/2022-23), specification and direction of Engineer-in-charge.
120
275400
2295
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