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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹16.5 LAdmitted-Finance 21 KBM CHAKDAH P O P S CHAKDAH DIST NADIA PIN 741222 | CHAKDAH | NADIA | WEST BENGAL | 741222 | -0.65% | ₹16.5 L | L1 | Admitted-Finance |
| 2 | L2₹17.0 L+₹48,305.85 (2.92%)Admitted-Finance | +2.25% | ₹17.0 L+₹48,305.85 (2.92%) | L2 | Admitted-Finance |
| 3 | L3₹17.2 L+₹60,798.74 (3.67%)Admitted-Finance | +3.00% | ₹17.2 L+₹60,798.74 (3.67%) | L3 | Admitted-Finance |
Tender Value
Refer Docs
EMD Value
₹34,000
Closing Date
30 Mar 2026, 2:00 pmClosed
DY CE(E)/IGWTP
OFFICE OF THE DY CE(E)/IGWTP, MONIRAMPORE, BARRACKPORE.
UPGRADATION OF THE NB 42 INCH DELIVERY END WITH THE INSTALLATION OF THE VALVE AGAINST THE RIVER WATER LIFTING PUMP NO-1 AT INTAKE STATION NO-1, IGWTP
2026_KMC_1020040_1
KMC/WS/IGWTP/109/25-26, DT-07/03/2026
Open Tender
MECHANICAL
Percentage
20 days
IGWTP, BARRACKPORE
AS PER NIET
4 documents required · 4 mandatory
₹0
₹34,000
OFFICE OF THE DY CE/IGWTP(WS),KMC
4 Jul 2026
11 Mar 2026
1 Apr 2026
11 Mar 2026
30 Mar 2026
16 Mar 2026
14 Mar 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 |
|---|---|---|---|---|---|
| 0 | PART-A | - | - | - | - |
| 1 | BUILDING WORKS (B) DISMANTLING, CUTTING CHASE, HOLES ETC 2. Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m In ground floor including roof. (a) upto 150 mm. thick | 13.5 | CUBIC METER | 939 | ₹12,676.5 |
| 2 | CHAPTER - VIII SUPPLYING OF MATERIALS HIRE CHARGES OF MACHINERIES 8.29Hire charges for engaging Air Compressor machine with minimum pressure capacity of 5.0 Kg/sq.cm arrangement including all necessary equipments and operating staff, carriage, fuel, Tools and plants all complete for cutting Road / hard crust cutting with pneumatic hammer at desired point in water supply works as per direction of EIC . a) With Pneumatic hammers For minimum engagement of 8 hrs. In a day | 8 | Daily | 6,000 | ₹48,000 |
| 3 | MATERIALS AND LABOUR 1. Building (B) Labour Rates Per Diem : 13)Santras. Note: (I)The above rates of labour are exclusive of 10% contractors profit and 1% Labour welfare cess which would be admissible to the Contractors, but contractual percentage will not be applicable. (II) The workersemployed on high rise building or any structure over 30 ft in height and also workers engaged in Tunnel shall be paid 20% extra wages. | 18 | EACH | 326 | ₹5,868 |
| 4 | CHAPTER - I [ SUPPLEMENTARY ] EXCAVATION, SHORING, BAMBOO PILING, FENCING & SIGN BOARD, LIGHTING & SIGNALING AND SITE CLEANING ETC. 1.1 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. | 0.05 | CUBIC METER PERCENT | 11,927 | ₹536.72 |
| 5 | CHAPTER - I [ SUPPLEMENTARY ] EXCAVATION, SHORING, BAMBOO PILING, FENCING & SIGN BOARD, LIGHTING & SIGNALING AND SITE CLEANING ETC.1.6 Hire and labour charges for shoring work(including necessary close plank walling, framing,Eucalyptus/Jhou bulla piling, strutting etc)complete as per direction of the Engineer-in charge for foundation excavation (vertical surface are in contact with supported earth is to be measured.) (This item should be executed on specific direction of the Enginner in charge).(a) Depth upto 1.5 m. | 18 | SQUARE METER | 386 | ₹6,948 |
| 6 | CHAPTER - I [ SUPPLEMENTARY ] EXCAVATION, SHORING, BAMBOO PILING, FENCING & SIGN BOARD, LIGHTING & SIGNALING AND SITE CLEANING ETC.1.6 Hire and labour charges for shoring work(including necessary close plank walling, framing,Eucalyptus/Jhou bulla piling, strutting etc)complete as perdirection of the Engineer-in charge for foundation excavation (verticalsurface are in contact with supported earth is to be measured.) (This item should be executed on specific direction of the Enginner in charge).(b) For additional depth beyond 1.5 m. and upto 3.00 m | 6 | SQUARE METER | 439 | ₹2,634 |
| 7 | CHAPTER - II LAYING & JOINTING PIPES, SPECIALS ETC.2.1 C.I. / D.I. Pipe & Specials 2.1 C.I. / D.I. Pipe & Specials 2.3 M.S. Pipes 2.3.1 Gas cutting of M.S. pipes and/or M.S. plates of different thickness all complete as per specification and direction of the Engineer-in- Charge. Thikness in mm 5mm to 8mm thick plate | 104.78 | METER | 372 | ₹38,978.16 |
| 8 | CHAPTER - VII MISCELLANEOUS ITEMS Dewatering by pumps including all leads, lifts and making all arrangements of disposal. where continuous flow of water from a source other than natural or ground water is encountered in case of emergency maintenance works related to leakage. breakage and making wet connections. [Note ;- In case of any other situation demanding such emergency dewatering. use of this item is to be approved by the Superintending Engineer/Tender Accepting Authority. This item shall be executed on the specific direction duly supported by proper clarification of the E.I.C. who will be satisfied in absolute discretion that such work has not been necessitated due to any natural source of water or any fault of the Contractor] | 1,000 | HORSE POWER HOUR | 33 | ₹33,000 |
| 9 | CHAPTER - III TAKING OUT PIPES AND SPECIALS Cast Iron / Ductile Iron Pipes and Specials M.S. Pipes and Specials Taking out M,S, Pipes with specials and valves including stacking the same within a lead of 30M as per instruction of the Engineer-in- charge(Excavation. dewatering, earth filling etc. will be paid separately).Pipe above 750mm diameter and up to 1500 mm diameter depth of trench beyond 2 Metre and upto 3 Metre. | 6 | METER | 1,574 | ₹9,444 |
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