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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 LAccepted-AOC | ₹2.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹2.9 L+₹2,887.78 (1.00%)Rejected-Finance | ₹2.9 L+₹2,887.78 (1.00%) | L2 | Rejected-Finance L2 |
| 3 | L3₹2.9 L+₹5,775.56 (2.00%)Rejected-Finance | ₹2.9 L+₹5,775.56 (2.00%) | L3 | Rejected-Finance L3 |
Tender Value
₹2.9 L
EMD Value
₹6,000
Closing Date
12 Feb 2026, 11:00 amClosed
EXECUTIVE ENGINEER (TUBEWELL)
5, S. N. BANERJEE ROAD, KOLKATA-700013
SINKING OF 04 NOS. SMALL DIA TUBEWELLS AT DIFFERENT LOCATION IN WARD NO.-130 AND 131 AND 132 UNDER BOROUGH.-XIV
2026_KMC_998121_1
KMC/EE/TW/NS-4/130,131,132 /BR-XIV/01/25-26
Open Tender
CIVIL WORKS
Percentage
60 days
BOROUGH XIV
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹6,000
11 Aug 2026
3 Feb 2026
14 Feb 2026
3 Feb 2026
12 Feb 2026
3 Feb 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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-46.4 DATED 23.6.2017.) | 122 | METER | 449.35 | ₹54,820.7 |
| 2 | 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 INCIDENTALWORKS 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-46.4 DATED 23.6.2017.) | 478 | METER | 155.71 | ₹74,429.38 |
| 3 | 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 ETWEEN THE OUTSIDE OF THE TUBEWELL PIPE AND THE BORE. (B) 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-46.4 DATED 23.6.2017.) | 260 | METER | 227.81 | ₹59,230.6 |
| 4 | CARRYING ETC STORE MATERIALS VIZ PIPE, STRAINER, PUMP ETC FROM STORE TO WORK SITE. (I) FOR DEPTH UPTO 100 M (AS PER APPROVAL OF M.I.C. ITEM NO. M-46.4 DATED 23.6.2017.) | 4 | LUMP SUM | 1,097.25 | ₹4,389 |
| 5 | 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. | 4 | LUMP SUM | 1,231 | ₹4,924 |
| 6 | BUILDING WORKS (A) EARTH WORK,ANTITERMITE TREATMENT 2. 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 ecessary 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. | 1 | CU MT PERSENT | 119.27 | ₹119.15 |
| 7 | BUILDING WORKS ( C ) BRICKWORKS, CONCRETE WORKS Etc. A. BRICK WORKS 1. Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. | 1 | SQ METER | 358 | ₹357.96 |
| 8 | BUILDING WORKS ( C ) Brickworks,Concrete Works etc B. CONCRETE WORKS 1. Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation (a) 1:3:6 proportion | - | CU METER | 4,572 | - |
| 9 | BUILDING WORKS ( C ) Brickworks,Concrete Works etc A. BRICK WORKS 16. 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. | 0.4 | SQ. METER | 724 | ₹289.6 |
| 10 | BUILDING WORKS(D) Flooring..A. ORIGINAL WORKS..(6)Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary ement).Using grey cement.(ii) 25 mm. thick.(Add extra @1.5% for each addl. floor upto 4th floor and @1.75% for each additional floor above 4th floor for item No.5 and 6 of subhead A). | 0.8 | SQ METER | 269 | ₹215.2 |
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