TW/EE/2025-26/NS-3/141/XV/03

Kolkata Municipal Corporation · Kolkata, West Bengal · Civil Works & Infrastructure · open

Key facts

Tender value: ₹2.2L
EMD: ₹4K
Published: 05 Nov 2026
Closing date: 25 Nov 2026
Status: open
Status as of: 08 Nov 2026 23:58 UTC
Department: Tubewell Department
Office: Office of the Executive Engineer (Tubewell), 5 S. N. Banerjee Road, Kolkata-700013

Description

Sinking of 3 small-diameter tubewells at different locations in Ward No. 141 under Borough-XV, Kolkata. Estimated cost is Rs. 215,079.21 including applicable GST and cess. Completion period is 60 days; tender validity is 180 days.

Eligibility & requirements

Past performance: 40%
Startup relaxation: No
MSE relaxation: No
Documents required: Credential certificate for similar completed or qualifying running work, Satisfactory running-work certificate from the concerned Executive Engineer or equivalent competent authority, if relying on a running work, PAN Card, VAT Registration Certificate, Trade License, if any, Undertaking that the offer is submitted by the bidder's company only and is not associated with another contractor or consultant, Declaration regarding municipal officer or servant interest and specified relationships or connections

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Commercial terms

Bid type: Item Rate Contract
Evaluation: The lowest or any tender is not guaranteed acceptance; fairness of quotation and past conduct of the contractor will be considered.
Make in India (MII): No
MSE preference: No

Line items (12)

LABOUR FOR BORING TUBEWELL OF REQUIRED DIA BY WATER JET SYSTEM THROUGH ANY TYPE OF SOIL STRATA INCLUDING HIRE AND LABOUR CHARGES FOR BORING PIPES, SCAFFOLDING, TOOLS AND PLANTS AS NECESSARY AND TAKING OUT THEM AND LOWERING PIPES, STRAINER BLIND PIPE ETC.AND FITTING AND FIXING THE SAME COMPLETE INCLUDING BUCKET WASHING AND OTHER INCIDENTAL WORKS IN THIS CONNECTION. THE TUBEWELL SHOULD HAVE A MINIMUM 50 MM GAP IN BETWEEN THE OUTSIDE OF THE TUBEWELL PIPE AND THE BORE. A) FOR DEPTH UPTO 150 METER FOR 40MM DIA TUBEWELL WITH TOP ENLARGEMENT OF 100MM DIA.I) 100MM DIA BORING ETC. (AS PER APPROVAL OF M.I.C. ITEM NO. M-46 DATED 23.6.2017.) — Qty: 96 MTR
LABOUR FOR BORING TUBEWELL OF REQUIRED DIA BY WATER JET SYSTEM THROUGH ANY TYPE OF SOIL STRATA INCLUDING HIRE AND LABOUR CHARGES FOR BORING PIPES, SCAFFOLDING, TOOLS AND PLANTS AS NECESSARY AND TAKING OUT THEM AND LOWERING PIPES, STRAINER BLIND PIPE ETC.AND FITTING AND FIXING THE SAME COMPLETE INCLUDING BUCKET WASHING AND OTHER INCIDENTAL WORKS IN THIS CONNECTION. THE TUBEWELL SHOULD HAVE A MINIMUM 50 MM GAP IN BETWEEN THE OUTSIDE OF THE TUBEWELL PIPE AND THE BORE. A) FOR DEPTH UPTO 150 METER FOR 40MM DIA TUBEWELL WITH TOP ENLARGEMENT OF 100MM DIA. II) 40MM DIA BORING ETC. (AS PER APPROVAL OF M.I.C. ITEM NO. M-46 DATED 23.6.2017.) — Qty: 354 MTR
LABOUR FOR BORING TUBEWELL OF REQUIRED DIA BY WATER JET SYSTEM THROUGH ANY TYPE OF SOIL STRATA INCLUDING HIRE AND LABOUR CHARGES FOR BORING PIPES, SCAFFOLDING, TOOLS AND PLANTS AS NECESSARY AND TAKING OUT THEM AND LOWERING PIPES, STRAINER BLIND PIPE ETC.AND FITTING AND FIXING THE SAME COMPLETE INCLUDING BUCKET WASHING AND OTHER INCIDENTAL WORKS IN THIS CONNECTION. THE TUBEWELL SHOULD HAVE A MINIMUM 50 MM GAP IN BETWEEN THE OUTSIDE OF THE TUBEWELL PIPE AND THE BORE. A) FOR DEPTH MORE THAN 150 METER FOR 40MM DIA TUBEWELL WITH TOP ENLARGEMENT OF 100MM DIA. II) 40MM DIA BORING ETC. (AS PER APPROVAL OF M.I.C. ITEM NO. M-46 DATED 23.6.2017.) — Qty: 255 MTR
CARRYING ETC. STORE MATERIALS VIZ PIPE, STRAINER, PUMP ETC FROM STORE TO WORK SITE. (I) FOR DEPTH UPTO 100M (AS PER APPROVAL OF M.I.C. ITEM NO. M-46.4 DATED 23.6.2017) — Qty: 3 LS
SECTION(A) PLUMBING WORKS (A)-(VI) TUBE WELL (a) Original Works 23 Collecting sample of water for bacteriological and chemical test from any depth at any time during execution of work including hire and labour charges for tools and plants and sterilising the equipments, paying all charges and fees, testing etc. complete in all respect as per direction. — Qty: 3 LS
CHAPTER - I [ SUPPLEMENTARY ] EXCAVATION, SHORING, BAMBOO PILING, FENCING & SIGN BOARD, LIGHTING & SIGNALING AND SITE CLEANING ETC. 1.12 Supplying sign-board made of 25 mm thick sal plank with frame on all side of sal batten 50 mm x 32 mm with nailed on post 3.15m x 100mm x100mm and fitting fixing such with digging holes of dia 300 mm and depth 750 mm in all sorts of soil and repacking and consolidating the gap aroundthe post with cement concrete (1 : 3 : 6) painting 2 coats including cost of nails, bolts and nuts etc. complete in all respect as per direction of theEngineer-in-charge. Payment of concrete and painting to be made separately.(ii) 900 mm. x 600 mm. size of board. — Qty: 3 EACH
CHAPTER - I [ SUPPLEMENTARY ] EXCAVATION, SHORING, BAMBOO PILING, FENCING & SIGN BOARD, LIGHTING & SIGNALING AND SITE CLEANING ETC. 1.10 Hire and labour charges for coir rope fencing 25 mm dia rope single on 120 mm dia bamboo posts 1.40 m above G.L and 600 mm below G.L, 1.50 m apart including digging holes complete. — Qty: 96 MTR
CHAPTER - I [ SUPPLEMENTARY ] EXCAVATION, SHORING, BAMBOO PILING, FENCING & SIGN BOARD, LIGHTING & SIGNALING AND SITE CLEANING ETC. 1.18 Removal of rubbish, earth etc. from the working site and disposal of thesame beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning thesite in all respect as per direction of Engineer in charge. — Qty: 6.05706 M3
CHAPTER - I [ SUPPLEMENTARY ] EXCAVATION, SHORING, BAMBOO PILING, FENCING & SIGN BOARD, LIGHTING & SIGNALING AND SITE CLEANING ETC. 1.14 Signalling arrangement at both sides of site to avoid any accident during working period 4 nos. red flags during sunlight at 4 corners and 2 nos light (lamp) in other than sunlight. — Qty: 18 DAILY
CHAPTER - I [ SUPPLEMENTARY ] EXCAVATION, SHORING, BAMBOO PILING, FENCING & SIGN BOARD, LIGHTING & SIGNALING AND SITE CLEANING ETC. 1.13 Hire & labour charges for diesel generating set for lighting including fuel,300M wire, 11 points with 200 Watt bulb with post for hanging & maintaining the same for day & night for the period. — Qty: 18 DAILY
CHAPTER - I [ SUPPLEMENTARY ] EXCAVATION, SHORING, BAMBOO PILING, FENCING & SIGN BOARD, LIGHTING & SIGNALING AND SITE CLEANING ETC. 1.4 Excavation of trial pit (3.0 m x 1.0 m x (upto) 3.0 m) for fixing of pumping main, washout line raking every detection against damage of S.W. pipe line electrical cable etc. as underground obstruction including 37.5 mm timber shuttering, earth cutting, dewatering, barricading and back filling etc. as per directionj of E-I-C — Qty: 6 EACH
CESS 1% — Qty: 1 Nos

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