Re-excavation of Phasko Baro Bundh in the Arsha Block under Purulia (A-I) Division under Core-Sector Programme
Kolkata (A-M) Resources Circle · Purulia, West Bengal · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹2.2Cr
- EMD: ₹4.4L
- Published: 15 Oct 2026
- Closing date: 17 Nov 2026
- Status: open
- Status as of: 09 Nov 2026 00:07 UTC
- Department: Water Resources Development Directorate
- Office: Kolkata (A-M) Resources Circle
Description
Re-excavation of Phasko Baro Bundh at Mouza Phasko, Block Arsha, District Purulia, under Purulia (A-I) Division as part of the Core-Sector Programme for FY 2026-27. The work includes excavation, earth disposal, embankment turfing, civil structures, and installation of a solar water pumping system.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Percentage
- Make in India (MII): No
- MSE preference: No
Line items (41)
- 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: 1500 Hp-Hr
- Ordinary soil / local soil / soil mixed with moorum or kankar / silt, dry or moist / slushy silt / sticky soil. — Qty: 51000 Cum
- Gravel / moorum / kankar / compact moorum / very much weather rock / sticky soil mixed with moorum / soil mixed with Shingles. — Qty: 34000 Cum
- Lead beyond 60 M upto 90 M — Qty: 25500 Cum
- Lead beyond 270 M upto 300 M — Qty: 34000 Cum
- Extra rate over Item No 2 for all kinds of soil for every additional lift of 1.50 metre or part thereof beyond the initial lift of 1.50 metre. One lift (upto 3.00) — Qty: 42500 Cum
- Disposal / carriage of excavated earth / materials outside Government land by truck or by any other conveyance over kancha / pucca road including making access for plying the truck or any other conveyance beyond 300 m from the excavated point including cost of stacking, loading, unloading, transporting, arrangement of land, if required by agency, spreading and levelling as necessary etc. complete. Measurement : By stacks at loading point after deducting voids as per rule. (This item can only be used after obtaining permission from the concerned Superintending Engineer). — Qty: 25500 Cum
- Turfing with chorkata or durba grass sods 5 cm. to 8 cm. thick in slope, crest berm etc. of embankments, canals and drainage channels etc.within a lead of 150 metre and all lifts including fine dressing, watering, ramming, guarding etc. complete. (sods will have to be arranged by the contractor at his own cost. Payment to be made on the grown grass only) — Qty: 1350 Sqm
- Lead from 225 m upto 300 m — Qty: 337.5 Sqm
- Lead from 450 m upto 525 m — Qty: 877.5 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: 67.8 Cum
- 400 G polythene sheet. — Qty: 141.46 Sqm
- Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns. — Qty: 153.51 Sqm
- Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 250 mm dia. R.C.C. pipe. — Qty: 30 Metre
- 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: 55.22 Cum
- Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 250 mm diameter. Class I — Qty: 2 No
- 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: 40 Metre
- Neat cement punning — Qty: 1.2 Sqm
- Construction of a Sign board of size 2.00 m x 1.70 m made of brick masonary (1:6) cement mortar 125 mm thick inside sourrounding with 250 mm x 250 mm thick out side, foundation depth 0.60 m, with 12 mm thick plaster(1:6). Lettering should be done with approved Black paint over Yellow Background complete as per direction of E-I-C. — Qty: 1 No
- Solar Module: Supply , transport , installation and commissioning of ISI marked Solar Modules as per following specification: (1). Cell: Indigenous mono crystalline silicon SPV cells. (2) Solar Module: Monocrystalline cell with PERC technology / module with bifacial cell. (3) Standards: ISI marked as per IS 14286 and having certification of IEC 61853(1), 61730(1&2), 61710 (4) Modules must qualify to IS 170210 (Part 1) (5).Min. Efficiency: 19.5%. (6) Fill factor: More than 75%. (7) Module wattage mismatch in the SPV array: within ±3% (8) Wattage output warranty:Should not be less than 90% at the end of 10 years and 80% at the end of 25 years. (9)The power output of individual PV modules used in the PV array, under STC: minimum 300 Wp. Necessary test certificates also to be supplied. For detail information please see Cl. no. 2.1 of technical specification. d) For 2 HP Off-grid / On-grid Solar Water Pumping System with Monocrystalline/ Monocrystalline PERC/bifacial SPV modules - 2150-2400 — Qty: 2200 Wp
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