Tender For Re-Excavation Of Bamnia Pond Jl No.-111, Mouja-Palasia, Dag No-315 Bagasthi G.P Under Keshiyari Development Block In The District Of Paschim Medinipur
Tender Value
77.69 Lakhs
Estimated cost
Bid Submission
31 Aug 2026
7 days left
EMD
1.55 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
Medinipur West → West Bengal
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Re-Excavation Of Bamnia Pond Jl No.-111, Mouja-Palasia, Dag No-315 Bagasthi G.P Under Keshiyari Development Block In The District Of Paschim Medinipur
BOQ
| Sl. No. | Item Description |
| 1 | Cutting and clearing jungles including shrubs, water weeds, bushes, trees, plants, upto 30 cm. girth including removing as directed by Engineer-in-charge. |
| 2 | Balling out stagnant water by pump on any other means including all lifts and making all arrangement for disposal as per direction of the Engineer-in-charge. |
| 3 | Excavation in ordinary soil / mixed soil i.e. clay mixed with moorun, kankar, pebbles / silt dry or moist / slushy silt / sticky soil for WDS / WHS / RESERVOIR / SFMIS etc with hydraulic excavator or any other means including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment / disposal site within all lifts and lead upto 1000 m including spreading, leveliing disposed spoils at disposed area. (mode of measurement: pre work and post work) |
| 4 | Excavation in gravel / moorum / kankar / compact moorum / very much weathered rock / sticky soil mixed with moorum or ghooting for WDS / WHS / RESERVOIR / SFMIS etc with hydraulic excavator or any other means including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment / disposal site within all lifts and lead upto 1000 m including spreading, leveliing disposed spoils at disposed area. ( mode of measurement: pre work and post work) |
| 5 | Excavation in soft weather rock / solt laterite rocks for WDS / WHS / RESERVOIR / SFMIS etc with hydraulic excavator or any other means including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment / disposal site within all lifts and lead upto 1000 m including spreading, leveliing disposed spoils at disposed area. (mode of measurement: pre work and post work) |
| 6 | Extra rate where land is to be arranged by the contractor on item no. 1.03, 1.04, 1.05 for disposal of spoils. |
| 7 | Dressing and chilchalling flanks or slope of embankment including filling with earth or cutting upto150mm.average thickness and ramming properly after sprinkling water. |
| 8 | FOR STRUCTURE WORK BATHING GHAT & PROTECTION WORK : |
| 9 | Excavation for structure Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge .a) upto 3 m depth(ii) With pumping out water including shoring as required. |
| 10 | Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge. |
| 11 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. |
| 12 | Plain / Reinforced Cement Concrete in foundation with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specification. PCC Grade M20 I) Using concrete Mixer |
| 13 | Providing laying filter material underneath pitching in slopes complete as per drawing and technical specification0.72 cum of brick agregates & 0.48 cum of course sand (Rate as per analysis) |
| 14 | Plain / Reinforced Cement Concrete in substructure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specification. (E) RCC Grade M20 I) Using concrete Mixer |
| 15 | Supplying, Fitting and placing HYSD bar reinforcement in foundation structure including initialm straightning, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 2 mm in size and conforming to IS 280 at every intesectio hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-Charge |
| 16 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface](i) With 1:4 cement mortarb) 15 mm thick plaster |
| 17 | Painting the vertical end faces of posts, wheel guards or railing or parapet with alternate bands of differents colours as directed by the Engineer-in-Charge with approved synthetic enamel paint.B) Two Coats |
| 18 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Double RowProviding and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD.(F) 600 mm dia |
| 19 | Earth work in filling in foundation trenches with good earth, in layers not exceeding 15 cm. including watering and ramming layer by layer complete With earth obtained from excavation offoundation or form fresh excavation of land arranged by Department within a lead of 150 m. |
| 20 | ADD GST @12% |
| 21 | ADD LABOUR WELFARE CESS @1% Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 15, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysSep 03, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 10 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender