Re-excavation of one no WDS under Chandrakona-II Block under Midnapore (AM) Division under Core Sector Program

Kolkata (A-M) Resources Circle · Paschim Medinipur, West Bengal · Civil Works & Infrastructure · open

Key facts

Tender value: ₹55.4L
EMD: ₹1.1L
Published: 28 Oct 2026
Closing date: 25 Nov 2026
Status: open
Status as of: 29 Oct 2026 06:14 UTC
Department: Water Resources Development Directorate
Office: Kolkata (A-M) Resources Circle

Description

Re-excavation of Dhanyajhati WDS at Mouza Dhanyajhati, JL No. 245, Plot 179 and 180, GP Kuanpur, Chandrakona-II Block, Paschim Medinipur, under the Core-Sector Programme 2026-27. Work includes earthwork excavation, stair-case construction and formation of a Water Users' Association. Estimated value is Rs. 5,536,023; EMD is Rs. 110,721.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No

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Commercial terms

Bid type: Percentage
Make in India (MII): No
MSE preference: No

Line items (25)

EARTHWORK EXCAVATION OF RE-EXCAVATION OF DHANYAJHATI WDS AT MOUZA - DHANYAJHATI , J.L. NO. 245 , PLOT NO. 179, 180, G.P. - KUANPUR UNDER CHANDRAKONA-II BLOCK IN DISTRICT PASCHIM MEDINIPUR UNDER CORE-SECTOR PROGRAMME 26-27. (See the sheet WDS) — Qty: 1 Nos
CONSTRUCTION OF STAIR CASE OF RE-EXCAVATION OF DHANYAJHATI WDS AT MOUZA - DHANYAJHATI , J.L. NO. 245 , PLOT NO. 179, 180, G.P. - KUANPUR UNDER CHANDRAKONA-II BLOCK IN DISTRICT PASCHIM MEDINIPUR UNDER CORE-SECTOR PROGRAMME 26-27. (See the sheet STAIR CASE) — Qty: 1 Nos
FORMATION OF WATER USERS' ASSOCIATION (WUA) FOR RE-EXCAVATION OF DHANYAJHATI WDS AT MOUZA - DHANYAJHATI , J.L. NO. 245 , PLOT NO. 179, 180, G.P. - KUANPUR UNDER CHANDRAKONA-II BLOCK IN DISTRICT PASCHIM MEDINIPUR UNDER CORE-SECTOR PROGRAMME 26-27. (See the sheet WUA) — Qty: 1 Nos
2 — Qty: 4 5
Earthwork in re-excavation / silt clearance of drainage channels in all kinds of soil including sludge and slush but excluding slush mixed with industrial wastes, sewage, municipal garbage, carcasses, etc and depositing the same as per profile in proper place as directed by the Engineer-in-charge without causing hindrance to traffic and posing health hazard and making arrangement to maintain the site in workable condition including removal of polypacks, brickbats, stone ballasts & boulders, remnants of bullah & bamboo pins and all kinds of water hyacinth, solid / semi solid compact mass formed due to water hyacinth and burning them to ashes or removing outside Govt land where necessary and removal of thick & thorny jungles upto 30 cm girth including shoring and shuttering, if required, and including initial removal of sludge and slush etc by pan or bucket if required, and making arrangement for bailing out of any seepage water and removal of sand or soil blown from underneath, all comp — Qty: 27550 m3
Extra rate for additional lead of earthwork in item Nos. 1.11 & 1.12 above. (a) Each additional lead of 15 M or part thereof beyond 30 M up to 90 M No. of Lead = {(90-30) m / 15 m} = 4 Nos. , Then Rate for Lead = 4*(Rs. 11.00 / Lead) = Rs. 44.00 — Qty: 13775 m3
(b) Each additional lead of 15 M or part thereof beyond 90 M up to 210 M No. of Lead = {(210-90) m / 15 m} = 8 Nos. , Then Rate for Lead = 8*(Rs. 3.00 / Lead) = Rs. 24.00 — Qty: 2755 m3
(c) Each additional lead of 15 M or part thereof beyond 210 M up to 510 M No. of Lead = {(510-210) m / 15 m} = 20 Nos. , Then Rate for Lead = 20*(Rs. 3.00 / Lead) = Rs. 60.00 — Qty: 1377.5 m3
Compacting earthwork in embankment in layers of 25 cm. by power roller or by any other mechanical means, like tractor driven sheep foot roller/ vibrating plate compactor earth rammer etc., (not at OMC) including necessary watering, labour charges, hire charges of all materials, tools & plants etc. and including cost and supply of all materials complete as per direction of the Engineer-in-charge. (Payment will be made on the basis of Pre-work & Post-work level) — Qty: 4800 m3
Turfing with chorkata or durba grass sods 5 cm. to 8 cm. thick in slope, crest berm etc. of embankments, canals and drainage channels etc. within a lead of 150 metre and all lifts including fine dressing, watering, ramming, guarding etc. complete. (sods will have to be arranged by the contractor at his own cost. Payment to be made on the grown grass only). — Qty: 1257.143 m2
Supplying ,loading ,unloading Class NP 2 RCC spun pipe as per specification including freight charges A) 30 cm bore dia , 2.5 m length. — Qty: 16 each
Supplying ,loading ,unloading Class NP 2 RCC collar as per specification including freight charges A) 30 cm bore dia — Qty: 15 each
Laying of R.C.C. pipe with collar, lowering the same into the trench laying on the bed in trenches in prescribed gradient, depth and alignment, filling the end grooves with necessary bitumastic compound,filling caulking space with tarred gasket or with rubber gasket of appropriate size & covering with cement mortar (1:2) & testing the joints etc. complete as per drawing, specification including carriage of pipes from site stacks to the place of laying etc. & as per direction of the Engineer-in-charge. 30 cm dia. — Qty: 40 m
Supplying, fitting and fixing including transportation of sign board for identifying the exact location of scheme (one at road side and other at site) the board will be made 3 mm thick MS plate of size 300 mm x 600 mm and fitted and fixed on 50 mm GI Pipe of IS 1239/90 (part-1) including cutting, welding and writting of both sides of Sign board. Base - Yellow, and words - Red. Both bottom end of the stands pipe will be grouted in 1:2:4 CC on a single brick flat soling. This will include one materials and labour complete as per drawing and direction of E.I.C. — Qty: 1 LS
2 — Qty: 4 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kind of soil — Qty: 31.68 m3
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete — Qty: 6.34 m3
Providing and laying 75 mm thick brick flat soling with common burnt clay F.P.S. non-modular bricks of class designation 7.5, laid closely over prepared and levelled subgrade, joints filled with sand, including watering, dressing, ramming and finishing to required line, level and slope, complete. — Qty: 16.2 m2
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: 5.1.2 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) — Qty: 15.77 m3
Centering and shuttering including strutting, propping etc. and removal of form work for : 4.3.1 Foundations, footings, bases for columns — Qty: 94.84 m2

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