Tender For Re-Excavation Of Michir Pukur Water Detention Structure (Wds) At Mouza - Madanpur Jl No -48 Plot No -1669 Under Madanpur Gram Panchyet Within Andal Panchyet Samity In The District Of Paschim Bardhaman Under Core Sector Programme 2026-27
Tender Value
44.64 Lakhs
Estimated cost
Bid Submission
25 Nov 2026
12 days left
EMD
89296
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Purba Bardhaman → West Bengal
EMD Exemption
Available
Quantity
Not Available
Website
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Address
Project Description
Tender for Re-Excavation Of Michir Pukur Water Detention Structure (Wds) At Mouza - Madanpur Jl No -48 Plot No -1669 Under Madanpur Gram Panchyet Within Andal Panchyet Samity In The District Of Paschim Bardhaman Under Core Sector Programme 2026-27
BOQ
| Sl. No. | Item Description |
| 1 | Re-excavation of Water detention StructureBailing 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 |
| 2 | 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. |
| 3 | 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 m30% of Total Earthwork =6793.24 CumFor First Additional lead of 30 metres |
| 4 | For Lead beyond 60m upto 90 m20% of Total Earthwork = = 4528.83 Cum CumFor First Additional lead of 30 metres |
| 5 | For Second Additional lead of 30 metres |
| 6 | For Lead beyond 90m upto 120 m30% of Total Earthwork =6793.24 CumFor First Additional lead of 30 metres |
| 7 | For Second Additional lead of 30 metres |
| 8 | For Third Additional lead of 30 metres |
| 9 | 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. 40% of Total Earthwork =9057.65 CumFor Additional Lift of 1.5 metres |
| 10 | 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). |
| 11 | 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 |
| 12 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 13 | 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) |
| 14 | 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) |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete |
| 16 | Suspended floors, roofs, landings, balconies and access platform |
| 17 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 18 | Stairs, (excluding landings) except spiral-staircases |
| 19 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 20 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 21 | 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) |
| 22 | Cement Plaster (in Fine Sand) 20 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand) |
| 23 | Neat cement punning.. |
| 24 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. |
| 25 | 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 flatsoling. This will include one materials and labour complete as per drawing and direction of E.I.C. |
| 26 | 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. |
| 27 | Demarcation of command area selection of beneficiaries and preparation of land schedule within the command area within one cluster having CCA 30Ha. |
| 28 | Meeting cost of WUA formation including refreshment,training materials,transport,local conveyance, wage payment to community works, remuneration to resource person and incidental charges. |
| 29 | Registration cost for WUA under suitable act(society)deed writing including registration charge,conveyance cost and opening of bank account etc. |
| 30 | Livelyhood plan/Micro Plan formation cost for minor irrigation scheme ,cost includes refreshment,training materials,transport,local conveyance, wage payment to community works, remuneration to resource person and incidental charges(rate on meeting). |
| 31 | Meeting and onsite demonstration for operation & maintenance of scheme, water management and made of collection of water tax building of corpus fund etc. |
| 32 | IEC materials (leaflet,poster, notebook ) =8 meetings for Sl. No.-2 and Sl.-4 |
| 33 | Documentation cost for activities of WUA scheme by still photography, report booklet etc.in both hard and soft copy. |
| 34 | Impact study and monitoring of scheme by site visit of 2(two) community workers during 3 years. |
| 35 | Modified Estimated cost after using correction factor on DSR 2023 on account of GST @ 0.973 on item nos 6 to 15 |
| 36 | Applying Cost Index for Purba Bardhaman as per G.O Memo no. 915 Dtd. 19.05.2026 [Cost Index- 109 as on 01.10.2025] on item no 26 |
| 37 | Add GST @ 18% on Item No-1 to 5 & 16 to 25 |
| 38 | Add Cess @ 1% on Item No- 1 to 5 & 16 to 25 This Value is equel to the : Total arithmetical sum from (item no 1 to 5 ) and ( item no 16 to 25) and item nos 27, 28 & 29 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 29, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 25, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysNov 27, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 14 daysTender Documents
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