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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.5 LAdmitted-Finance | ₹24.5 L | L1 | Admitted-Finance |
| 2 | L2₹24.5 L+₹1.56 (<0.01%)Admitted-Finance | ₹24.5 L+₹1.56 (<0.01%) | L2 | Admitted-Finance |
| 3 | L3₹24.5 L+₹1.57 (<0.01%)Admitted-Finance | ₹24.5 L+₹1.57 (<0.01%) | L3 | Admitted-Finance |
| 4 | L4₹24.5 L+₹755.82 (0.03%)Admitted-Finance | ₹24.5 L+₹755.82 (0.03%) | L4 | Admitted-Finance |
| 5 | L5₹25.0 L+₹49,080.51 (2.00%)Admitted-Finance | ₹25.0 L+₹49,080.51 (2.00%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | MEBANSON LYNDEM L4 | BISTARJUN LYNGDOH L1 | SHRI RUDOLF G KYNDIAH L3 | Nabashem Warjri L6 | terence remdor syiem L2 | TAIBIN WARJRI L5 |
|---|---|---|---|---|---|---|---|---|---|
| 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 | 39.78 | Cum | 860 ₹34,210.8 | 850 ₹33,813 | 862.4 ₹34,306.27 | 840 ₹33,415.2 Lowest | 850 ₹33,813 | 860 ₹34,210.8 |
| 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) | 142.2 | Cum | 6,350 ₹9,02,970 | 6,300 ₹8,95,860 | 6,213.68 ₹8,83,585.3 Lowest | 6,790 ₹9,65,538 | 6,800 ₹9,66,960 | 6,850 ₹9,74,070 |
| 3.00 | Supplying, fitting and fixing in position reinforcement bars up
to lst floor level, conforming to relevant I.S. Code for R.C.C. work/ a.a. 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)Cement mortar 1 :6 (1 Thermo-Mechanically Treated bars | 12.96 | Qntl | 10,100 ₹1,30,896 | 10,000 ₹1,29,600 | 9,782.88 ₹1,26,786.12 Lowest | 10,380 ₹1,34,524.8 | 10,300 ₹1,33,488 | 10,400 ₹1,34,784 |
| 4.00 | Centering and shuttering including strutting, propping
etc. and removal of form for all heights complcte and as
directed by Engineer in charge.Cement mortar Foundations, footings, bases of columns, etc. for mass
concrete (using steel). | 48.96 | Sqm | 200 ₹9,792 Lowest | 200 ₹9,792 Lowest | 220.88 ₹10,814.28 | 408 ₹19,975.68 | 400 ₹19,584 | 410 ₹20,073.6 |
| 4.10 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc (using steel) | 16.56 | Sqm | 380 ₹6,292.8 Lowest | 400 ₹6,624 | 431.2 ₹7,140.67 | 400 ₹6,624 | 390 ₹6,458.4 | 400 ₹6,624 |
| 4.20 | Lintels, beams, plinth beams, girders, bressumers and cantilevers (using steel). | 27 | Sqm | 410 ₹11,070 | 400 ₹10,800 | 427.68 ₹11,547.36 | 380 ₹10,260 Lowest | 380 ₹10,260 Lowest | 390 ₹10,530 |
| 5.00 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost Of centerjng, shuttering, finishing and reinforcement- All work up to plinth level
M20 or 1:11/2:3 (1 cement: 11/2 coarse sand: 3 graded stone aggregate 20 mm nominal size) | 8.1 | Cum | 7,900 ₹63,990 Lowest | 8,000 ₹64,800 | 8,305.68 ₹67,276.01 | 9,130 ₹73,953 | 9,000 ₹72,900 | 9,100 ₹73,710 |
| 6.00 | 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:Cement mortar 1 :6 (1 cement: 6 coarse sand) | 3.21 | Cum | 9,000 ₹28,890 | 8,900 ₹28,569 | 8,832.24 ₹28,351.49 Lowest | 9,380 ₹30,109.8 | 9,300 ₹29,853 | 9,350 ₹30,013.5 |
| 7.00 | Reinforced cement concrete work in beams, slabs, roofs having slope up to 15°, landings, balconies, shelves, chajjas,lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to first flcor level, excluding the cost of centerlng, shuttering, finishing and reinforcement
M20 or 1:11/2:3 (1 cement: 11/2 coarse sand: 3 graded stone aggregate 20 mm nominal size) | 2.7 | Cum | 9,400 ₹25,380 | 9,500 ₹25,650 | 9,215.8 ₹24,882.66 Lowest | 9,630 ₹26,001 | 9,500 ₹25,650 | 9,600 ₹25,920 |
| 8.00 | 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) | 5.03 | Cum | 9,350 ₹47,030.5 | 6,300 ₹31,689 | 6,681.79 ₹33,609.39 | 6,250.01 ₹31,437.53 Lowest | 6,299.85 ₹31,688.26 | 6,300 ₹31,689 |
Tender Value
Refer Docs
EMD Value
₹58,000
Closing Date
11 Jun 2026, 11:00 amClosed
Director NIT Meghalaya
NIT Meghalaya Saitsohpen Sohra 793108
As mentioned in the Tender Document
2026_NITM_909476_1
NIT/EN/TENDER/06/26-27/06
Open Tender
Civil Works
Works
90 days
NIT Meghalaya Sohra
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹58,000
23 Jun 2026
20 May 2026
12 Jun 2026
20 May 2026
11 Jun 2026
20 May 2026
| 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
BIasting prohibited | 39.78 | Cum | - | - |
| 2 | 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) | 142.2 | Cum | - | - |
| 3 | Supplying, fitting and fixing in position reinforcement bars up
to lst floor level, conforming to relevant I.S. Code for R.C.C. work/ a.a. 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)Cement mortar 1 :6 (1 Thermo-Mechanically Treated bars | 12.96 | Qntl | - | - |
| 4 | Centering and shuttering including strutting, propping
etc. and removal of form for all heights complcte and as
directed by Engineer in charge.Cement mortar Foundations, footings, bases of columns, etc. for mass
concrete (using steel). | 48.96 | Sqm | - | - |
| 4.1 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc (using steel) | 16.56 | Sqm | - | - |
| 4.2 | Lintels, beams, plinth beams, girders, bressumers and cantilevers (using steel). | 27 | Sqm | - | - |
| 5 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost Of centerjng, shuttering, finishing and reinforcement- All work up to plinth level
M20 or 1:11/2:3 (1 cement: 11/2 coarse sand: 3 graded stone aggregate 20 mm nominal size) | 8.1 | Cum | - | - |
| 6 | 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:Cement mortar 1 :6 (1 cement: 6 coarse sand) | 3.21 | Cum | - | - |
| 7 | Reinforced cement concrete work in beams, slabs, roofs having slope up to 15°, landings, balconies, shelves, chajjas,lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to first flcor level, excluding the cost of centerlng, shuttering, finishing and reinforcement
M20 or 1:11/2:3 (1 cement: 11/2 coarse sand: 3 graded stone aggregate 20 mm nominal size) | 2.7 | Cum | - | - |
| 8 | 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) | 5.03 | Cum | - | - |
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