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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.2 CrAccepted-AOC 450 MAHALLA GOPINATHPUR ARABINDAPALLI BANKURA WB 722101 | BANKURA | BANKURA | WEST BENGAL | 722101 | ₹5.2 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹5.3 Cr+₹15.5 L (3.00%)Rejected-Finance VILL RAMBAGH P O BHAGWANGOLA P S BHAGWANGOLA DIST MURSHIDABAD | BHAGWANGOLA | MURSHIDABAD | WEST BENGAL | ₹5.3 Cr+₹15.5 L (3.00%) | L2 | Rejected-Finance L2 |
| 3 | L3₹5.3 Cr+₹17.8 L (3.46%)Rejected-Finance | ₹5.3 Cr+₹17.8 L (3.46%) | L3 | Rejected-Finance L3 |
Tender Value
₹5.2 Cr
EMD Value
₹10 L
Closing Date
12 Feb 2026, 1:00 pmClosed
DIRECTOR GENERAL (PLANNING_DEVELOPMENT)
19, NELLIE SENGUPTA SARANI, KOLKATA 700 087
Construction of Semi Underground Reservoir cum Booster Pumping Station at VIP Nagar Sishu Uddan in ward no. 108, BR-XII.
2026_KMC_986236_1
KMC/P_D/103/2025-26 (1st Call)
Open Tender
CIVIL WORKS
Percentage
540 days
at VIP Nagar Sishu Uddan in ward no. 108, BR-XII.
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹10 L
7 Sept 2026
10 Jan 2026
16 Feb 2026
11 Jan 2026
12 Feb 2026
13 Jan 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 | Providing Bored Cast-in-situ M25 grade R.C.C. pile in position as per specifications in all kinds of soil including cost of boring using drilling mud to stabilize the bore and flushing the bore of excess mud with freshly prepared drilling fluid by using pumps prior to placing concrete by tremie pipe in one continuous operation and including the cost of all materials and labour for placing of concrete and also including the cost of mobilization and hire charges of all equipment necessary for boring, welding of reinforcement cage as necessary and lowering of reinforcement cage, preparation and placing of concrete, including the cost of concrete but excluding the cost of reinforcement and labour for bending binding etc. complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto
1000 m. Work to be executed as per IS: 2911 (Part II Sec 2). | - | Mtr. | 784 | - |
| 2 | Removal of mud/sludge/slurry/liquid earth obtained during piling work from the working site and disposal of the same beyond the KMC/Municipal or any suitable area with conformity of Municipal Corporation Rules using tanker including loading and unloading the same with pump, clearing the site complete in all respect as per
direction of the Engineer-in-charge. | - | Mtr. | 26 | - |
| 3 | 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. | - | % Cu.M. | 11,927 | - |
| 3.1 | (b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm.
but not requiring shoring. | 885.57 | % Cu.M. | 19,238 | ₹1,70,36,634.14 |
| 3.2 | (c) Depth of excavation for additional depth beyond3000 mm. upto 4000mm. excluding cost of shoring asnecessary. | 24.79 | % Cu.M. | 23,470 | ₹5,81,727.42 |
| 4 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to
proper level and filling joints with local sand. | - | Sq.M. | 358 | - |
| 5 | Cement concrete with graded stone ballast (40 mm size excluding shuttering) In
ground floor (A) [Pakur Variety] (a) 1:3:6 proportion | - | Cu.M. | 5,190 | - |
| 6 | Dismalting all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish As directed within a lead of 75m In ground floor including roof(b) above 150mm thick Breaking of pile top: 104x(3.142x0.5x0.5/4)x2.5 | - | Cu.m. | 1,417 | - |
| 7 | A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) | 111 | % Cu.M. | 93,621 | ₹1,03,91,931 |
| 8 | Supplying ready mixed concrete of M 25 Grade with well graded stone chips of 20
mm nominal size containing designed quantity of cement per Cu.m of wet concrete produced in computerised batching plant under controlled condition using approved super plastisizer, designing concrete mix following I.S. 10262 and I.S. 456, transporting the mix with agitation in transit mixer to work site depositing the mix on a platform erected for the purpose at required levels of concreting and then placing the mix in its final location of form work compacting and curing the same complete as per specification & direction of the Engineer-in-charge including computerised batching plant transit mixer with all accessories vibrators etc. inclusive of all other incidental charges in this connection complete but excluding cost of hire charge of platform and its supporting staging which would be paid through separate item. [cement to be supplied by the Manufacturer/ supplier] In Ground Floor and Foundation (i) With
approved concrete pump | - | Cu.M. | 7,271.64 | - |
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