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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.1 CrAdmitted-Finance | ₹3.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.1 Cr+₹0.01 (<0.01%)Admitted-Finance | ₹3.1 Cr+₹0.01 (<0.01%) | L2 | Admitted-Finance |
| 3 | L3₹3.1 Cr+₹0.05 (<0.01%)Admitted-Finance | ₹3.1 Cr+₹0.05 (<0.01%) | L3 | Admitted-Finance |
| 4 | L4₹3.1 Cr+₹4,483.42 (0.01%)Admitted-Finance | ₹3.1 Cr+₹4,483.42 (0.01%) | L4 | Admitted-Finance |
| 5 | L5₹3.6 Cr+₹55.4 L (18.0%)Admitted-Finance | ₹3.6 Cr+₹55.4 L (18.0%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Nabashem Warjri L4 | VICTOR SUJA L3 | SHRI RODICK L MAWLONG L5 | MEBANSON LYNDEM L2 | GITANJELIS PARIONG L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation by Mechanical means up to a depth of 2 in below the existing ground level tor foundation, trenches of foundations, footings Of column/ walls, retaining walls,
septic tank etc. including bailing out water where necessary and removal of surplus earth with all lead and lifts as directed and specified for the following classification of soils.
ln hard rock
Blasting Prohibited | 1,279.84 | Cum | 885 ₹11,32,658.4 | 850 ₹10,87,864 Lowest | 1,888.86 ₹24,17,435.38 | 850 ₹10,87,864 Lowest | 1,350 ₹17,27,784 |
| 2.00 | Earthwork in filling (excluding rock) in trenches, plinth, sides of foundation otc in layers not exceeding 20 cm thick
including breaking Of clods, consolidating each layer by ramming and watering, lead up to 50 in and lift up to 1.5m
With available excavated earth | 1,792.8 | Cum | 132 ₹2,36,649.6 | 140 ₹2,50,992 | 151.93 ₹2,72,375.62 | 140 ₹2,50,992 | 124.08 ₹2,22,450.62 Lowest |
| 3.00 | Providing soling with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete
Stone soling
100 mm | 5,152.9 | Sqm | 365.2 ₹18,81,839.08 | 430 ₹22,15,747 | 447.16 ₹23,04,183.65 | 430 ₹22,15,747 | 340 ₹17,51,986 Lowest |
| 4.00 | Random rubble masonry with hard stone in superstructure
above plinth level and up to tirst floor level, including levemng up with cement concrete 1 :6:12 (1 cement: 6 coarse sand: 12 graded stone aggregate 20 mm nominal size) at window sill, ceiling level and the like.
Cement mortar 1 :6 (1 cement: 6 coarse sand | 1,988.04 | Cum | 6,213.68 ₹1,23,53,044.39 | 6,100 ₹1,21,27,044 Lowest | 6,570.6 ₹1,30,62,605.68 | 6,100 ₹1,21,27,044 Lowest | 6,205 ₹1,23,35,788.2 |
| 5.00 | Plain cement concrete works in foundation bed for footing steps, walls, brick works etc below plinth level as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately).
1 :3:6 (1 Cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) | 1,271.95 | Cum | 6,700 ₹85,22,065 | 6,700 ₹85,22,065 | 8,190.08 ₹1,04,17,369.08 | 6,700 ₹85,22,065 | 6,600 ₹83,94,870 Lowest |
| 6.00 | Supplying fitting and fixing in position reinforcement bars up to 1st floor level, conforming to relevant I.S. Code for R.C.C. Work/ R.B. Walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20 G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. ( Rates inclusive of all wastage, lappage, hooks, chairs, anchorage etc. and no measurement for the same is required)
Thermo-Mechananically Treated bars | 105.29 | Qntl | 10,170 ₹10,70,799.3 | 9,700 ₹10,21,313 | 11,880.51 ₹12,50,899.42 | 9,700 ₹10,21,313 | 9,500 ₹10,00,255 Lowest |
| 7.10 | Centerlng and shutterlng lncludlng struttlng, propplng etc. and removal of form for all heights complcte and as directed by Engineer in charge.
Foundations, footings, bases of columns, etc. for mass
concrete (using steel). | 78.4 | Sqm | 280 ₹21,952 | 220 ₹17,248 Lowest | 270.45 ₹21,203.27 | 220 ₹17,248 Lowest | 220.88 ₹17,316.99 |
| 7.20 | Columns, Pillars, Piers, Abutments, Posts and struts (using
steel). | 358.13 | Sqm | 600 ₹2,14,878 | 480 ₹1,71,902.4 Lowest | 656.2 ₹2,35,004.01 | 480 ₹1,71,902.4 Lowest | 535.92 ₹1,91,929.03 |
| 7.30 | Lintels, beams, plinth beams, girders, bressumers and cantilevers (using steel). | 79.38 | Sqm | 480 ₹38,102.4 | 430 ₹34,133.4 | 523.66 ₹41,568.53 | 430 ₹34,133.4 | 427.68 ₹33,949.24 Lowest |
| 7.40 | Slabs, roofs, landings, balconies and access platform, shelves (using steel). | 270 | Sqm | 520 ₹1,40,400 | 482 ₹1,30,140 Lowest | 626.03 ₹1,69,027.43 | 482 ₹1,30,140 Lowest | 511.28 ₹1,38,045.6 |
Tender Value
Refer Docs
EMD Value
₹7.3 L
Closing Date
7 Jul 2025, 11:30 amClosed
Director
NIT Meghalaya, Sohra, Meghalaya 793108
As per tender document
2025_NITM_864939_1
NITMGH/EN/48/2025-26/144
Open Tender
Civil Works
Works
365 days
NIT Meghalaya, Sohra
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹7.3 L
Yes
29 Jul 2025
17 Jun 2025
8 Jul 2025
17 Jun 2025
7 Jul 2025
17 Jun 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork in excavation by Mechanical means up to a depth of 2 in below the existing ground level tor foundation, trenches of foundations, footings Of column/ walls, retaining walls,
septic tank etc. including bailing out water where necessary and removal of surplus earth with all lead and lifts as directed and specified for the following classification of soils.
ln hard rock
Blasting Prohibited | 1,279.84 | Cum | - | - |
| 2 | Earthwork in filling (excluding rock) in trenches, plinth, sides of foundation otc in layers not exceeding 20 cm thick
including breaking Of clods, consolidating each layer by ramming and watering, lead up to 50 in and lift up to 1.5m
With available excavated earth | 1,792.8 | Cum | - | - |
| 3 | Providing soling with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete
Stone soling
100 mm | 5,152.9 | Sqm | - | - |
| 4 | Random rubble masonry with hard stone in superstructure
above plinth level and up to tirst floor level, including levemng up with cement concrete 1 :6:12 (1 cement: 6 coarse sand: 12 graded stone aggregate 20 mm nominal size) at window sill, ceiling level and the like.
Cement mortar 1 :6 (1 cement: 6 coarse sand | 1,988.04 | Cum | - | - |
| 5 | Plain cement concrete works in foundation bed for footing steps, walls, brick works etc below plinth level as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately).
1 :3:6 (1 Cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) | 1,271.95 | Cum | - | - |
| 6 | Supplying fitting and fixing in position reinforcement bars up to 1st floor level, conforming to relevant I.S. Code for R.C.C. Work/ R.B. Walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20 G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. ( Rates inclusive of all wastage, lappage, hooks, chairs, anchorage etc. and no measurement for the same is required)
Thermo-Mechananically Treated bars | 105.29 | Qntl | - | - |
| 7.1 | Centerlng and shutterlng lncludlng struttlng, propplng etc. and removal of form for all heights complcte and as directed by Engineer in charge.
Foundations, footings, bases of columns, etc. for mass
concrete (using steel). | 78.4 | Sqm | - | - |
| 7.2 | Columns, Pillars, Piers, Abutments, Posts and struts (using
steel). | 358.13 | Sqm | - | - |
| 7.3 | Lintels, beams, plinth beams, girders, bressumers and cantilevers (using steel). | 79.38 | Sqm | - | - |
| 7.4 | Slabs, roofs, landings, balconies and access platform, shelves (using steel). | 270 | Sqm | - | - |
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