Re-excavation and Development of Water Detention Structure (Jhikadda Beel) under Maureswar-I Block under Mayurakshi (AI) CAD Division under Core Sector Program

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

Key facts

Tender value: ₹1.9Cr
EMD: ₹3.8L
Published: 28 Oct 2026
Closing date: 25 Nov 2026
Status: open
Status as of: 29 Oct 2026 06:17 UTC
Department: Water Resources Development Directorate
Office: Mayurakshi (A-I) CAD Division

Description

Re-excavation and development of the Jhikadda Beel Water Detention Structure with allied structures at Mouza Jhikadda, J.L. No. 95, Plot No. 35 and 1465 (part), under Mayureswar-I P. Samity, Birbhum District, under the Mayurakshi (A-I) CAD Division. The works include excavation, earthwork, inlet and outlet structures, bath ghat, concrete and masonry works, and Water Users Association activities.

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 (33)

.EXCAVATION AND DEVELOPMENT OF W H T Bailing out water by pump including all leads and lifts and including making all arrangements for disposal, where continuous flow or seepage of water is encountered and rating of pumps and hours of operation is specifically ascertained as per direction of the Engineer-in-charge — Qty: 314.76 Hp-Hr
Earthwork in excavation in the canals / drainage channels / borrow pits / River bed / slope of bank as noted below as per designed section & throwing the spoils in layers of 25 cm. for making banks as per profile or to deposit the same in any other place within an initial lead of 30 metre and initial lift of 1.5 metre including breaking clods, rough dressing etc. complete as per direction of the Engineer-in-charge. (a) Ordinary soil / local soil / soil mixed with moorum or kankar / silt, dry or moist / slushy silt / sticky soil. — Qty: 108908 Cum
Extra rate over Item Nos.1.01, 1.02 & 1.03 for all kinds of soil for every additional lead of 30 metres or part thereof beyond the initial lead of 30 metres. Lead Beyon 30m upto 60m — Qty: 43563.2 Cum
Lead Beyon 60m upto 90m, 1st additional lead — Qty: 21781.6 Cum
2nd additional lead — Qty: 21781.6 Cum
Extra rate over Item No 1, Item No. 2 & Item No. 3 for all kinds of soil for every additional lift of 1.50 metre or part thereof beyond the initial lift of 1.50 metre. Lift beyond 1.50 m to 3.00 m — Qty: 43563.2 Cum
Inlet & Outlet 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. — Qty: 127.28 Cum
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. — Qty: 23.548 Cum
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 : 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: 35.822 Cum
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) — Qty: 138.25 Cum
Centering and shuttering including strutting, propping etc. and removal of form for - Foundations, footings, bases of columns, etc. for mass concrete. — Qty: 76.86 Sqm
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars — Qty: 2812.028 Kg
15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) — Qty: 571.9 Sqm
Neat cement punning. — Qty: 571.9 Sqm
Bath Ghat 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. — Qty: 48.187 Cum
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. — Qty: 16.786 Cum
1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) — Qty: 1.909 Cum
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 : 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: 22.416 Cum
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars — Qty: 1759.656 Kg
Centering and shuttering including strutting, propping etc. and removal of form for - Foundations, footings, bases of columns, etc. for mass concrete. — Qty: 93.458 Sqm

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