Re-Excavation and Development of Water Detention Structure at Mouza-Jaigir Chilakhana, Block-Tufanganj-I under Core-Sector Programme

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

Key facts

Tender value: ₹1.3Cr
EMD: ₹2.6L
Published: 09 Oct 2026
Closing date: 03 Nov 2026
Status: open
Status as of: 10 Oct 2026 09:52 UTC
Department: Water Resources Development Directorate
Office: Kolkata (A-M) Resources Circle

Description

Re-excavation and development of a water detention structure at Mouza-Jaigir Chilakhana, including inlet and outlet structures, a bathing ghat, and associated works in Tufanganj-I Development Block, Coochbehar District, under the Core Sector Programme 2026-27.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No

New to these terms? Read how tender eligibility criteria work.

Commercial terms

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

Line items (28)

Clearing and removal of water hyacinth including weeds, thick and thorny floating jungles and burning them to ashes when dry or removing them outside Government land including all leads and lifts to stack in a nearby available space complete. — Qty: 29412 Sqm
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: 551.5 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: 82381.163 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. — Qty: 4872.96 Sqm
Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm.including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation 70% of Total Volume of Earth Filling. — Qty: 2419.2 Cum
Earth work in filling in compound, tank, low land, ditches etc. with good earth, in layers not exceeding 150 mm. including breaking clods and consolidating the same by ramming and dressing complete. (Payment will be made on profile measurement before and after the work) (b) (i) With carried earth arranged by the contractor within a radius of 3 km. including cost of carried earth 30% of Total Volume of Earth Filling. — Qty: 1036.8 Cum
Supply and delivery of Bentonite Powder conforming to IS 6186 : 1986. — Qty: 10 MT
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: 26.08 Cum
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. — Qty: 3.8 Cum
Dry brick on edge flooring in required pattern with bricks of classdesignation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. — Qty: 37.68 Sqm
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 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: 3.96 Cum
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand). — Qty: 16.24 Cum
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: 30 Meter
CEMENT PLASTER (IN COARSE SAND) 20 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand). — Qty: 146.68 Sqm
Neat cement punning. — Qty: 146.68 Sqm
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: 22.112 Cum
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. — Qty: 7.134 Cum
Dry brick on edge flooring in required pattern with bricks of classdesignation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. — Qty: 47.55 Sqm
CEMENT CONCRETE (CAST IN SITU) Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). — Qty: 10.013 Cum
CAST IN SITU 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 : 1.5:3 (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: 6.713 Cum

1 tender document(s) available — sign up to download.

Related tenders

UNDER FRAME (LS & LWS PP) — Civil Works & Infrastructure · Tamil Nadu
imp. Sarvice lane With Nali from Juhi lal colony in Block No 315/4 Block No 317 in ward 84 Zone 3 — Civil Works & Infrastructure · ₹8.3L
GENERAL REPAIR WORK AT JOINT DIRECTOR SECONDARY EDUCATION OFFICE UDAIPUR — Civil Works & Infrastructure · Rajasthan · ₹15.0L
4 NARSAR KARAHIYA SAMPARK MARG SE JUNIOR HIGH SCHOOL TAK PITCH MARG KA LEPAN ANURAKSHAN (SAMANYA MARAMMAT) KARYA.(HOT MIX) — Civil Works & Infrastructure · Uttar Pradesh · ₹15.3L
Laying RMC M40 in various streets of transport nagar ward no. 30 — Civil Works & Infrastructure · Punjab · ₹1.8Cr
Estimate For Laying 315mm Dia UPVC U/G Pipe Line For Outlet RD 13350/R of Shahpurkandi Channel No.3 For Year 2026-27 — Civil Works & Infrastructure · Punjab · ₹51.7L
In Ward-30 Govind Vihar II, work of drain and interlocking tiles from Harendra house to Omendra house and Pravesh house, Sundar house — Civil Works & Infrastructure · ₹19.1L
purani nagar panchayat ke sthan par shoping complex cum office dukan no 05 — Civil Works & Infrastructure · Madhya Pradesh · ₹8.0L