Public Works Department Tender
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Costs
EMD
₹ 4,014Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_CEDWS_13411_1Bid Award Id
ViewTender No
DNIeT-35/EE/DWS/KMP/2020-21Tender 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 manual means as per specification and direction of the Engineer - in - charge. A. 'CM' Casing pipe i) 100 mm dia
30
-
483.5
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. B. R.S pipe i) 100 mm dia
30
-
764.7
Providing and fitting fixing of Bottom Cap ( UPVC ) as per specification and direction of the Engineer-in-charge. A . 100 mm dia
1
-
259.1
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.
99
-
52.6
Providing and fixing of housing clamp ( made with 12 mm thick MS sheet ) along with well cap (made with 10 mm thick MS sheet ) with necessary arrangements for SBDTW as per specification and direction of the Engineer - in - charge. iii) 150 mm dia
1
-
2421.7
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. ii) 150 x 100 mm dia
1
-
866.7
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) 150 mm dia
1
-
468.4
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. i) with pea gravels obtained from Durgapur, West Bengal.
6
-
9434.9
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 - charge. A. For UPVC pipes in new work. In all kinds of soil. For pipes not exceeding 90 mm dia
900
-
50.5
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) 40 mm OD
800
-
68.9
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 a. 15 mm dia. nominal bore
24
-
153.8
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. A. External Work a. 40 mm dia. nominal bore
12
-
341.4
Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer - in - charge. A. 15 mm dia 225 mm long
8
-
58.7
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 i. 15 mm dia
8
-
62.6
Providing and fixing G.I. Unequal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. A. 40 x 40 x 15 mm dia
8
-
155.9
Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge. A . 15 mm dia
8
-
71.9
Providing and fitting fixing of brass fullway valve with handle in the GI pipe line including cutting, threading etc. complete as per CPWD specification and direction of the Engineer - in - charge. A. 40 mm dia
2
-
515
Suplying and fitting fixing of M.S Box having Size 60 cm x 60 cm x 45 cm slope roof and front shutter with locking arrangement fitted with 4 nos. 40 mmx 40 mm x 6 mm M.S angle of 1.60 m long in/c providing and fitting fixing wooden Board inside the Box having size 55 cm x 55 cm x 1 cm thick for fitting and features like starter , Main switch and in/c cost of necessary painting and embedding the box with CC block size 15 cm x 15 cm x 30 cm with 1:2:4( 1 cement : 2 fine sand :4 jhama bricks aggregate 12.50 mm nominal gauge ) as per direction of the Engineer-in-charge and as per drawing.
1
-
4900.53
Supplying & fitting fixing iof single phase motor starter unit ( with 2 pole contactor, over load relay , volt meter, & amps meter) 32 amps main switch (200- 220 volt of Havels /BCH/ L & T make) in KIOSK in/c necessary electric wiring & GI pipe earthing etc complete. as per direction of the Engineer-in-charge. A. eor 3 HP submersible motor.
1
-
6365
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
100
-
38.3
Providing & lowering of submersible pump of 45.00 mtr. Head with suitable single phase submersible motor in/c additional 32.00 m submersible 3 core copper flat cable (2.5 sq mm size) along with 40 mm GI column pipe (medium class) both end welded with 8 mm thick GI flange ( maximum length of each column pipe is 3.00 m & total 21.00 m long column assembly) in/c fitting fixing of necessary rubber insertion, 90 degree GI single end flanged bend, GI flanged short piece, GI tail piece & 100x 40 mm GI reducing socket, 100 mm dia CI non-return valve etc, complete in all respect as per direction of Engineer-in-charge. a) For 2000 GPH capacity submersible pump with 3 HP submersible motor
1
-
47741
Providing & fixing in position precast RCC platform of size 1100 x 1100 mm x 100 mm with curb of size 50 x 50 mm keeping an opening of 100 mm long in a suitable place for draining out of water ( made with C.C 1:2:4 (1 cement : 2 sand :4 brick aggregate of 1st class brick, 20 mm nominal size) & steel reinforcement (TMT bars) 8 nos, 8 mm dia in both direction in/c plastering the exposed surface with 12 mm thick cement mortar 1:3 (1 cement :3 sand) finished with a floating coat of neat cement complete with all earth work required in/c refilling as per CPWD specification & direction of Engineer-in-charge.
8
-
1670.2
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