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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.9 CrAdmitted-Finance CHINAR COMMERCIAL COMPLEX THE BUND RESIDENCY ROAD SRINAGAR 190 001 | SRINAGAR | SRINAGAR | JAMMU AND KASHMIR | 190001 | ₹7.9 Cr | L1 | Admitted-Finance |
| 2 | Rejected-Technical | - | - | Rejected-Technical Technically disqualified |
| 3 | Rejected-Technical | - | - | Rejected-Technical Technically disqualified |
| Sl No | Description | Qty | Unit | M M SHAWL ENGINEERS & CONTRACTORS PVT LTD L1 |
|---|---|---|---|---|
| 1.00 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard settingof concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.
Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately.In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. The minimum Cement content considered in this item is 330kg/cum. All works above plinth level upto floor V level | 1,006.49 | Cum | 9,500 ₹95,61,655 Lowest |
| 2.00 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | 332 | Quintal | 950 ₹3,15,400 Lowest |
| 3.00Centering and shuttering including strutting, propping etc. and removal of form for, All works above plinth level upto floor V level. | ||||
| 3.10 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. | 7,495 | Sqm | 595 ₹44,59,525 Lowest |
| 3.20 | Columns, pillars, piers, abutments, posts, and struts. | 1,930.25 | Sqm | 595 ₹11,48,498.75 Lowest |
| 3.30 | Suspended floors, roofs, landings, balconies and access platform. | 1,672 | Sqm | 595 ₹9,94,840 Lowest |
| 3.40 | Edges of slabs and breaks in floors and walls Under 20 cm wide | 859.23 | RM | 150 ₹1,28,884.8 Lowest |
| 3.50 | Stairs, (excluding landings) except spiral-staircases | 87.52 | Sqm | 610 ₹53,389.03 Lowest |
| 4.00 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete. Thermo Mechanically Treated bars of grade Fe-500D or more. All works above plinth level upto floor V level | 1,99,051 | Kg | 99.7 ₹1,98,45,384.7 Lowest |
| 5.00 | Providing and laying Autoclaved Aerated concrete (AAC) blocks masonry with 625mm long, 200 mm high and 100mm/150mm/200mm/225mm thick with Grade 1 [ "4 MPa minimum compressive strength when tested as per IS 6441-5 (1972), 650-750 kg/m3 density when tested as per IS 6441-1 (1972)" ] AAC blocks in superstructure above plinth level up to floor V level with 2 no. of 8mm steel bars at every third course & RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar (Minimum 8 MPa compressive strength) all complete as per direction of Engineer-in-Charge. Blocks should be able to resist the transfer of heat through them maintaining a temperature difference of 5°C between inside & outside of the building. (The payment of RCC lintel & sill band with reinforcement shall be made for seperately). All works above plinth level upto floor V level | 560 | Cum | 9,800 ₹54,88,000 Lowest |
Tender Value
₹7.6 Cr
EMD Value
₹15.2 L
Closing Date
27 Jan 2025, 5:00 pmClosed
Zonal Manager
NPCC Ltd., Northern Zonal Office, 822/A Gandhi Nagar, Jammu - 180004
Construction of Additional Floor for G plus 1 Load Bearing Wall Type Structure at Central University of Kashmir at District Ganderbal, Kashmir (J and K)
2024_NPCC_216671_3
NZ-J/CUK-AF/2024-25/423
Open Tender
Civil Works
Item Rate
210 days
Ganderbal
As per NIT document.
5 documents required · 5 mandatory
₹11,800
National Projects Construction Corporation Limited
₹15.2 L
5 Feb 2025
14 Jan 2025
28 Jan 2025
14 Jan 2025
27 Jan 2025
14 Jan 2025
14 Jan 2025 - 18 Jan 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard settingof concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately.In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. The minimum Cement content considered in this item is 330kg/cum. All works above plinth level upto floor V level | |||||
| 2Add for using extra cement in the items of design mix over and above the specified cement content therein. | |||||
| 3Centering and shuttering including strutting, propping etc. and removal of form for, All works above plinth level upto floor V level. | |||||
| 3.1 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. | - | Sqm | - | - |
| 3.2 | Columns, pillars, piers, abutments, posts, and struts. | - | Sqm | - | - |
| 3.3 | Suspended floors, roofs, landings, balconies and access platform. | - | Sqm | - | - |
| 3.4 | Edges of slabs and breaks in floors and walls Under 20 cm wide | 0.8 | RM | - | - |
| 3.5 | Stairs, (excluding landings) except spiral-staircases | 0.2 | Sqm | - | - |
| 4 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete. Thermo Mechanically Treated bars of grade Fe-500D or more. All works above plinth level upto floor V level | 0.29 | Kg | - | - |
| 5Providing and laying Autoclaved Aerated concrete (AAC) blocks masonry with 625mm long, 200 mm high and 100mm/150mm/200mm/225mm thick with Grade 1 [ "4 MPa minimum compressive strength when tested as per IS 6441-5 (1972), 650-750 kg/m3 density when tested as per IS 6441-1 (1972)" ] AAC blocks in superstructure above plinth level up to floor V level with 2 no. of 8mm steel bars at every third course & RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar (Minimum 8 MPa compressive strength) all complete as per direction of Engineer-in-Charge. Blocks should be able to resist the transfer of heat through them maintaining a temperature difference of 5°C between inside & outside of the building. (The payment of RCC lintel & sill band with reinforcement shall be made for seperately). All works above plinth level upto floor V level | |||||
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