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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H3₹32.2 LAccepted-AOC AMDANGRA GP MZ RAJPUR JL NO 143 PLOT NO 822FUND 15TH FC TIED 2 | LUNGLEI | MIZORAM | 796186 | ₹32.2 L | H3 | Accepted-AOC Lowest Bidder |
| 2 | H1₹38.8 LRejected-Finance | ₹38.8 L | H1 | Rejected-Finance 3rd Lowest |
| 3 | H2₹34.7 LRejected-AOC VILL JABJABIGORA P O P S HURA DIST PURULIA PIN 723130 W B | HURA | PURULIA | WEST BENGAL | 723130 | ₹34.7 L | H2 | Rejected-AOC Lower Bidder |
Tender Value
₹48.5 L
EMD Value
₹97,100
Closing Date
30 Jan 2026, 11:00 amClosed
EXECUTIVE ENGINEER
Executive Engineer (AI) Bankura(Agri Irrigation) IP Division Kenduadihi Bankura
Re-excavation of Kharibahal Perra Bundh at Mouza-Khairibahal, Block-Purulia-II ,J.L.No.-987,Plot No.-2478,2483, Lat.No.- 23.431971N, Long No. 86.414188E in the district of Purulia under the E.E. (AI), Bankura (AI) I and P Division
2026_WRDD_987752_1
01 / 2025-26 of the Executive Engineer (AI) Bankura(AI) IP Division Bankura
Open Tender
CIVIL WORKS
Mouza-Khairibahal
Please refer Tender documents.
5 documents required · 5 mandatory
₹97,100
Yes
27 Feb 2026
16 Jan 2026
2 Feb 2026
16 Jan 2026
30 Jan 2026
16 Jan 2026
Pumping out water from pond or tanks
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 of required bucket capacity 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)
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 of required bucket capacity 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)
Excavation in soft weather rock / solt laterite rocks for WDS / WHS/RESERVOIR / SFMIS etc with hydraulic excavator of required bucket capacity 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)
Dressing and chilchalling flanks or slope of embankment including filling with earth or cutting upto 150 mm. average thickness and ramming properly after sprinkling water.
Supplying, fitting and fixing including transportation of sign board for identifying the exact location of SFMI 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
Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm.
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.
Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) 25 mm to 30 mm shuttering without staging in foundation
Providing 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 drawing and Technical specifications. for 600 mm dia pipe
Supplying, fitting and fixing PVC pipes for underground work of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted including cost of all materials ,jointing materials, cutting pipes, making threads ,cutting trenches upto 1.5 metre below surface in all sorts of soil and refilling the same as directed complete in all respect. (Payment will be made on the centre line measurement of the total pipe line including all specials No separate payment will be made for accessories, specials.)
Ordinary Cement Concrete (mix1:2:4) with garaded stone chips (20 mm nominal size) excluding shuttering and reinforcement, if any in ground floor as per relevant IS code.a) Pakur variety
C.I. sluice valve with flanged ends drilled to as per I.S. 1358/62 and having all cast iron components as per I.S. 780/71 solid forged bronze inside screw spindle having ultimate tensile strength not less than 4.72 MT per sq. cm. Spindle nut valve and seat faces of hard wear resisting, manufactured from best quality gunmetal conforming to I.S. 780/71, painted black all over with asphalt base paint tested to 21 kg (hydraulic pressure) per sq. cm., valve opening to anticlockwise direction, fitted and fixed complete. 200MM dIA
Cost for Institutional development by formation and subsequent strenghtening of registered WUA (As per annexture-A)
Add GST @18%
Add labour welfare cess@1%
Percentage BoQ
BoQ_Ver4.0
Name of the Bidder/ Bidding Firm / Company :
PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )
NUMBER #
Campaigning in the command area of one no clustered SFMIS Sub- project by community workers for mass awareness , capacity building to achieve sustainability of Sub-projects. Cost include wage payment to community workers, transportaton, leaflet etc.
Meeting Cost for WUA formation, cost including Refreshment, training materials, transport local conveyance, wage payment to community worker, remuneration to resource person and incidental charges
Registration Cost for WUA under suitable act ( Society ) deed writing including registration charge, conveyance cost & opening of Bank A/C etc.
Livelyhood plan / Micro plan formulation cost for minor irrigation scheme, cost including refreshment, training materials, transport local conveyance, wage payment to community worker, remuneration to resource person and incidental charge ( rate on meeting )
Meeting and onsite demonstration for operation & maintenance of Scheme , water manangement and mode of collection of water tax, building of corpus fund etc
IEC Materials ( Leaflet, poster, notebook )= 8 meetings, for SL - 2 and SL - 4
Documentation Cost for activities of WUA Scheme by photography, report booklet etc in both hard and soft copy.
Impact study & monitoring of scheme by site visit of 2 Community workers during 3 years’ period
FOR 30 (Thirty) HAC
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