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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 CrAccepted-AOC 296 1 2 BANGUR AVENUE BLOCK B KOL 700055 | KOLKATA | KOLKATA | WEST BENGAL | 700055 | ₹8.5 Cr Quoted ₹8.7 Cr | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹9.0 Cr+₹30.1 L (3.47%)Rejected-Finance | ₹9.0 Cr+₹30.1 L (3.47%) | L2 | Rejected-Finance L3 |
| 3 | L3₹9.3 Cr+₹60.1 L (6.93%)Rejected-Finance | ₹9.3 Cr+₹60.1 L (6.93%) | L3 | Rejected-Finance L3 |
Tender Value
₹8.6 Cr
EMD Value
₹10 L
Closing Date
9 Jul 2025, 1:00 pmClosed
DIRECTOR GENERAL (PLANNING_DEVELOPMENT)
19, Nellie Sengupta Sarani, Kolkata 700 087
Supplying and laying of 900 mm diameter MS Rising main from Shiv Mandir, pranabananda Road To Ashram More, NSC Bose Road. (J-2 to J-3)
2025_KMC_856701_1
KMC/P_D/03/2025-26 (1st Call)
Open Tender
CIVIL WORKS
Percentage
60 days
Pranabananda Road To Ashram More, NSC Bose Road.
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹10 L
OFFICE OF THE DIRECTOR GENERAL (PD)
18 Apr 2026
31 May 2025
12 Jul 2025
31 May 2025
9 Jul 2025
13 Jun 2025
9 Jun 2025
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 | 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. | 4,961.25 | %cum | 11,927 | ₹5,91,72,828.75 |
| 1.1 | (b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring. | - | %cum | 19,238 | - |
| 2 | Hire and labour charges for shoring work(including necessary close plank walling, framing, Eucalyptus/Jhoubullapiling, strutting etc) complete as per direction of the Engineer-in-charge for foundation excavation(vertical surface are incontact with supportedearth is tobemeasured.) (This item should be executed on specific direction of the Enginner in charge). (a) Depth upto 1.5 m. | - | Sqm | 386 | - |
| 2.1 | b)Foradditionaldepthbeyond1.5m.andupto 3.00
m | - | Sqm | 439 | - |
| 3 | Cutting & picking up existing metalled black top portion of road surface to an average depth of 300mm by using jack hammer with all necessary tools & plants including screening the serviceable materials & stacking with in a lead of 75mtr all complete as per direction of the Engineer in charge. | - | cum. | 636 | - |
| 4 | Lowering M.S pipes & specials in trench up to a depth of 3.00 metre below G.L, laying and jointing the same inside the trench / over ground by means of electric arc welding using standard electrodes as per l.S. specification, all complete as per direction of the Engineer-in-charge.
[The Engineer-in-charge shall approve the electrodes for arc welding
before use. (For laying over ground, the rates shall be reduced by 10% and that is inclusive of holding arrangements) ] 900 mm dia | 2,205 | %mtr. | 72,933 | ₹16,08,17,265 |
| 5 | Carriage of CI/ DI/ ERWMS/ AC pipes including loading into truck at the lifting point, unloading at destination and stacking properly in godown or yard etc. as directed (including carriage by head load upto 30 metres at each of the two points. The rate covers all the above operations, actual transport all complete)
Upto 5 KM: (876) For 900 mm Dia Pipe | - | %Metre | 6,521 | - |
| 6 | 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.
10 mm thick plate. | 0.56 | mtr. | 298 | ₹166.88 |
| 7 | Field welding of machined ends of pieces of M.S pipes and specials for laying the same inside trench/over ground by means of electric arc welding as per relevant IS specification using standard electrodes including edge preparation and charges of deployment of electric generator set with fuel, lubricant, and all other tools and plants all complete as per specification and direction of Engineer-in-charge. [ Engineer-in-charge shall approve the electrodes for arc welding before use ] 10 mm | 0.12 | Metre | 2,167 | ₹260.04 |
| 8 | Supply of 900mm dia Sluice valve of Ductile Iron double flange. (PN 1.0 Rateing.) 900 mm dia. | - | each. | 7,34,249.67 | - |
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