Re-excavation and Development of Water Harvesting Tank (Tekedda Dighi Pukur WDS) with allied structure 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: ₹83.3L
EMD: ₹1.7L
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: Kolkata (A-M) Resources Circle

Description

Re-excavation and development of the Tekedda Dighi Pukur water harvesting tank, including allied structures, at Mouza Tekedda, JL-15, under Mayureswar-I Block, Birbhum District, West Bengal. The work includes earthwork, bank slope erosion control, bath ghat and inlet/outlet construction, sign board installation, 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 (28)

EARTH WORK:-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: 348.15 Hp-hr
Earthwork in excavation in the canals/drainage channels/borrowpits/ River bed / slope of bankas noted below as per designed section& throwing the spoils in layers of 25cm. 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: 48478.071 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. For Lead beyond 30m upto 60 m 30% of Total Earthwork For First Additional lead of 30 metres — Qty: 14543.421 Cum
For Lead beyond 60m upto 90 m 20% of Total Earthwork For First Additional lead of 30 metres — Qty: 9695.614 Cum
For Second Additional lead of 30 metres — Qty: 9695.614 Cum
Extra rate over Item Nos. 1.01, 1.02 & 1.03 for all kinds of soil for every additional lift of 1.50 metre or part thereof beyond the initial lift of 1.50 metre.For Lift beyond 1.50 metre upto 3.0 m. 50% of Total Earthwork =For Additional Lift of 1.5 metres 20% of Total Earthwork — Qty: 24239.036 Cum
Lift beyond 3.0 m upto 4.5 m,For First Additional Lift of 1.5 metre,-20% of Total Earthwork — Qty: 9695.614 Cum
For Second Additional Lift of 1.5 metre,20% of Total Earthwork — Qty: 9695.614 Cum
Supplying, testing and installation of open Weave Jute Geo-textile (JGT) having overall weight of 500 gm/sq. m, thickness 6 mm, width 1220 mm, Tensile strength 10 KN/m (Warp direction) × 7.50 KN/m (weft direction) on slopes of embankments dressed and cut to a gradient as per design and drawing for control of surface soil erosion on proposed bank slope of embankment including the cost of preparation of subgrade and excavating the trenches of 500 mm deep and spade-width wide where necessary, and filling the trenches with earth duly secured to sub-grade by U shape MS staples (11 gauges) or wooden or plastic pegs at an interval of 450 mm, providing side lapping of 100 mm and horizontal lapping of 300 mm as per direction complete.The rate is inclusive of all incidental charges, transportation by all means to the work site, all leads and lifts complete. (Payment will made on the basis of finished surface area of the slope). — Qty: 3180 sqm
BATH GHAT AND INLET/OUT LET:-Earth work in excavation by mechanical means (Hydraulic excavator)/Manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. 2.6.1 All kinds of soil — Qty: 48.092 Cum
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. — Qty: 12.332 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: 27.983 Cum
1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) — Qty: 3.341 Cum
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete — Qty: 98.33 sqm
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: 18.386 Cum
15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) — Qty: 69.36 sqm
Neat cement punning.. — Qty: 69.36 sqm
Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete.600 mm dia RCC pipes. — Qty: 40 mtr
SIGN BOARD:-Supplying, fitting and fixing including transportation of sign board for identifying the exact location of MINI RLI 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
WUA:-Campaigning in the command area of clustered LDTW Sub-Projects by community workers for mass awarness,capacity building to achieve sustainablity of MI Sub-Project Cost include wage payment to community workers, transportation, leaflet etc. — Qty: 1 LS

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