Tender For Re Excavation And Development Of Water Detention Structure (Jhikadda Beel 35 ) With Allied Structures At Mouza-Jhikadda , J.L.No.- 95, Plot No.- 35, 1465(Part) Under Jhikadda G.P. Within Mayureswar _ I P. Samity In The District Of Birbhum
Tender Value
1.88 Crore
Estimated cost
Bid Submission
25 Nov 2026
27 days left
EMD
3.76 Lakhs
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
Birbhum → West Bengal
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Re Excavation And Development Of Water Detention Structure (Jhikadda Beel 35 ) With Allied Structures At Mouza-Jhikadda , J.L.No.- 95, Plot No.- 35, 1465(Part) Under Jhikadda G.P. Within Mayureswar _ I P. Samity In The District Of Birbhum Under The Executive Engineer (A-I), Mayurakshi (A-I) Cad Division Under Core Sector Scheme 2026-27.
BOQ
| Sl. No. | Item Description |
| 1 | .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 |
| 2 | 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. |
| 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. Lead Beyon 30m upto 60m |
| 4 | Lead Beyon 60m upto 90m, 1st additional lead |
| 5 | 2nd additional lead |
| 6 | 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 |
| 7 | 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. |
| 8 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 9 | 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) |
| 10 | 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) |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for - Foundations, footings, bases of columns, etc. for mass concrete. |
| 12 | 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 |
| 13 | 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) |
| 14 | Neat cement punning. |
| 15 | 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. |
| 16 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 17 | 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) |
| 18 | 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) |
| 19 | 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 |
| 20 | Centering and shuttering including strutting, propping etc. and removal of form for - Foundations, footings, bases of columns, etc. for mass concrete. |
| 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 | 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) |
| 23 | Neat cement punning. |
| 24 | DISPLAY 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 LS 3,677.51 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 anddirection of E.I.C. |
| 25 | Activities for WUA Campaigning in the command area of one number SFMIS Sub-projects by community workers for mass awareness , capacity building to acieve sustainability of Sub-projects . Cost include wage payment to communuty workers , transportation , leaflet etc. |
| 26 | Demarcation of command area , selection of beneficiares and prepasration of land schedule within one number SFMIS Sub Project having CCA 30 Ha |
| 27 | Meeting Cost for WUA formation , cost including Refreshment , training materials , transport local conveyance , wage payment to community workers , remunertion to resouce person and incidental charges. |
| 28 | Registration Cost for WUA under suitable act (Society) deed writing including registration charges , conveyance cost & opening of Bank A/C etc. |
| 29 | Livelyhood plan / Micro plan formulation cost for minor irrigation scheme. Cost including refreshment , training materials, transport local resource person and incidental charges (rate on meeting). |
| 30 | Meeting and onsite demonstration for operation & maintenance of tubewells , water management and mode of collection of water tax building of corpus fund etc. |
| 31 | IEC Materials (Leaflet , poster , note book ) = 8 meetings , for SL - 2 and SL - 4. |
| 32 | Documentation Cost for activities of WUA Scheme - by still photography, report bookletetc in both hard and soft copy. |
| 33 | Impect study & monitoring of scheme by site visit of 2 Community workers during 3 years' period. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 28, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 25, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 27 daysNov 27, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 29 daysTender Documents
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