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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.5 LAdmitted-Finance | ₹7.5 L | L1 | Admitted-Finance |
| 2 | L2₹7.5 L+₹1,695.08 (0.23%)Admitted-Finance | ₹7.5 L+₹1,695.08 (0.23%) | L2 | Admitted-Finance |
| 3 | L3₹7.6 L+₹7,380 (0.98%)Admitted-Finance | ₹7.6 L+₹7,380 (0.98%) | L3 | Admitted-Finance |
| 4 | L4₹7.6 L+₹11,017.12 (1.47%)Admitted-Finance | ₹7.6 L+₹11,017.12 (1.47%) | L4 | Admitted-Finance |
| 5 | L5₹7.7 L+₹13,559.49 (1.80%)Admitted-Finance | ₹7.7 L+₹13,559.49 (1.80%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Peter O Lyndem L1 | terence remdor syiem L2 | MEBANSON LYNDEM L3 | Nabashem Warjri L4 | TAIBIN WARJRI L5 | Shri Collinstar Sawkmie L6 |
|---|---|---|---|---|---|---|---|---|---|
| 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
BIasting prohibited | 16.2 | Cum | 750 ₹12,150 Lowest | 795 ₹12,879 | 850 ₹13,770 | 803 ₹13,008.6 | 810 ₹13,122 | 797 ₹12,911.4 |
| 2.00 | Random rubble masonry with hard stone in superstructure above plinth level and up to tirst floor level, including levelling 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) | 57.6 | Cum | 1,750 ₹1,00,800 Lowest | 6,090.56 ₹3,50,816.53 | 1,850 ₹1,06,560 | 6,210.57 ₹3,57,729 | 6,238.52 ₹3,59,338.83 | 6,201.43 ₹3,57,202.62 |
| 3.00 | Centering and shuttering including strutting, propping etc. and removal of form for all heights complcte and as directed by Engineer in charge.
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc (using steel) | 80 | Sqm | 1,826 ₹1,46,080 | 437.5 ₹35,000 Lowest | 1,826 ₹1,46,080 | 437.5 ₹35,000 Lowest | 437.5 ₹35,000 Lowest | 437.5 ₹35,000 Lowest |
| 4.00 | Supplying, fitting and fixing in position reinforcement bars up to lst floor level, conforming to relevant I.S. Code for R.C.C. work............, supports, chairs, spacers etc. complete. (Rates inclusive of all wastage, lappage, hooks, chairs, anchorage etc. and no measurement for the same is required)
Thermo-Mechanically Treated bars | 14.93 | Qntl | 5,455 ₹81,443.15 Lowest | 9,768.17 ₹1,45,838.78 | 5,455 ₹81,443.15 Lowest | 9,830.05 ₹1,46,762.69 | 9,817.36 ₹1,46,573.17 | 9,837.25 ₹1,46,870.19 |
| 5.00 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, fillets, columns, pillars, posts and struts etc. above plinth level up to first floor level, excluding cost of centering, shuttering, finishing and reinforcement:
M20 or 1 :11/2:3 (1 cement: 11/2 coarse sand: 3 graded stone aggregate 20 mm nominal size) | 19.2 | Cum | 2,395 ₹45,984 Lowest | 8,690.1 ₹1,66,849.92 | 2,395 ₹45,984 Lowest | 8,720.1 ₹1,67,425.98 | 8,650.76 ₹1,66,094.64 | 8,800.82 ₹1,68,975.75 |
| 6.00 | 20 mm cement plaster of mix:
1 :4 (1 cement: 4 coarse sand) | 156 | Sqm | 2,342 ₹3,65,352 | 270 ₹42,120 Lowest | 2,342 ₹3,65,352 | 275 ₹42,900 | 290 ₹45,240 | 295.54 ₹46,103.6 |
Tender Value
₹9.2 L
EMD Value
₹18,500
Closing Date
27 Nov 2025, 11:00 amClosed
Director
NIT Meghalaya, Sohra, Meghalaya
Construction of RCC Lining walls on both sides of the Reservoir at Wah khlek Khlek of NIT Meghalaya Permanent Campus, Saitsohpen, Sohra
2025_NITM_886368_1
NITMGH/EN/68/25-26/164
Limited
Civil Works
Works
45 days
NIT Meghalaya, Sohra
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹18,500
Yes
5 Dec 2025
20 Nov 2025
28 Nov 2025
20 Nov 2025
27 Nov 2025
20 Nov 2025
Amount
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 BIasting prohibited
Random rubble masonry with hard stone in superstructure above plinth level and up to tirst floor level, including levelling 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)
Centering and shuttering including strutting, propping etc. and removal of form for all heights complcte and as directed by Engineer in charge. Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc (using steel)
Supplying, fitting and fixing in position reinforcement bars up to lst floor level, conforming to relevant I.S. Code for R.C.C. work............, supports, chairs, spacers etc. complete. (Rates inclusive of all wastage, lappage, hooks, chairs, anchorage etc. and no measurement for the same is required) Thermo-Mechanically Treated bars
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, fillets, columns, pillars, posts and struts etc. above plinth level up to first floor level, excluding cost of centering, shuttering, finishing and reinforcement: M20 or 1 :11/2:3 (1 cement: 11/2 coarse sand: 3 graded stone aggregate 20 mm nominal size)
20 mm cement plaster of mix: 1 :4 (1 cement: 4 coarse sand)
terence remdor syiem (BID ID -3323923)
MEBANSON LYNDEM (BID ID -3324047)
Nabashem Warjri (BID ID -3323919)
TAIBIN WARJRI (BID ID -3323905)
Shri Collinstar Sawkmie (BID ID -3323911)
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