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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.9 LAccepted-AOC | ₹45.9 L | L1 | Accepted-AOC Being L1 |
| 2 | L2₹46.3 L+₹39,275 (0.86%)Rejected-AOC | ₹46.3 L+₹39,275 (0.86%) | L2 | Rejected-AOC Being L2 |
| 3 | L3₹46.5 L+₹57,812.50 (1.26%)Rejected-AOC KALIBARI BAZAR TUPKHANA PART I PO ARUNACHAL P S SILCHAR DISTT CACHAR ASSAM 788 025 | SILCHAR | CACHAR | ASSAM | 788025 | ₹46.5 L+₹57,812.50 (1.26%) | L3 | Rejected-AOC Being L3 |
| 4 | L4₹46.6 L+₹73,040 (1.59%)Rejected-AOC | ₹46.6 L+₹73,040 (1.59%) | L4 | Rejected-AOC Being L4 |
| 5 | L5₹47.0 L+₹1.1 L (2.37%)Rejected-AOC C O M KHARKARANG LUMJINGSUK BLOCK A MADANRTING SHILLONG 793021 | SHILLONG | EAST KHASI HILLS | MEGHALAYA | 793021 | ₹47.0 L+₹1.1 L (2.37%) | L5 | Rejected-AOC Being L5 |
| Sl No | Description | Qty | Unit | M/S SANJIB DEB L3 | ABDUL AUDUD L6 | M/S M P Sharma L8 | m/s builders and suppliers L2 | Bhuiya Construction L5 | M/S TAPAN KUMAR RAY L4 | MAGADH TRADING L7 | M/S Hifzur Rahman Mazarbhuiya L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00B & R Division Items | |||||||||||
| 2.00 | Excavating over areas, exc 1.5 m deep and getting out in soft soil complete all as specified and directed | 225 | Cum | 300 ₹67,500 | 331 ₹74,475 | 380 ₹85,500 | 290 ₹65,250 | 285 ₹64,125 Lowest | 350 ₹78,750 | 320 ₹72,000 | 300 ₹67,500 |
| 3.00 | Excavating over areas, for each additional 1.5m or part thereof in depth beyond the first 1.5 m and getting out in soft soil complete all as specified and directed | 540 | Cum | 250 ₹1,35,000 | 301 ₹1,62,540 | 280 ₹1,51,200 | 250 ₹1,35,000 | 220 ₹1,18,800 Lowest | 240 ₹1,29,600 | 275 ₹1,48,500 | 230 ₹1,24,200 |
| 4.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm all as specified and directed. | 540 | Cum | 270 ₹1,45,800 | 279 ₹1,50,660 | 250 ₹1,35,000 | 250 ₹1,35,000 | 220 ₹1,18,800 Lowest | 245 ₹1,32,300 | 275 ₹1,48,500 | 230 ₹1,24,200 |
| 5.00 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point all as specified and directed | 225 | Cum | 270 ₹60,750 | 280 ₹63,000 | 265 ₹59,625 | 240 ₹54,000 | 220 ₹49,500 Lowest | 245 ₹55,125 | 280 ₹63,000 | 230 ₹51,750 |
| 6.00 | Use and waste of timbering as planking and strutting for excavations over areas/rough excavation in soil exceeding 1.5m but not exceeding 3.00 (as for basements, etc.) and Including use and waste of raking shores, etc. as may be necessary and fixing and removal complete all as specified and as directed. | 90 | Sqm | 400 ₹36,000 | 351 ₹31,590 | 335 ₹30,150 | 295 ₹26,550 | 290 ₹26,100 Lowest | 350 ₹31,500 | 350 ₹31,500 | 300 ₹27,000 |
| 7.00 | M & L for loose filling with broken stone or boulders aggregates of gauge 40mm to 63mm as filter media inner side of RCC wall complete all as specified and directed. | 44.5 | Cum | 2,600 ₹1,15,700 Lowest | 2,999 ₹1,33,455.5 | 3,000 ₹1,33,500 | 2,820 ₹1,25,490 | 2,800 ₹1,24,600 | 2,700 ₹1,20,150 | 2,750 ₹1,22,375 | 2,800 ₹1,24,600 |
| 8.00 | M & L for PCC (1:4:8) type D2 using 40 mm graded stone aggregate as in foundations, sub-base,filling and mass concrete complete all as specified and as directed. | 16.65 | Cum | 7,350 ₹1,22,377.5 | 7,251 ₹1,20,729.15 | 7,000 ₹1,16,550 Lowest | 7,600 ₹1,26,540 | 7,400 ₹1,23,210 | 7,200 ₹1,19,880 | 7,300 ₹1,21,545 | 7,500 ₹1,24,875 |
| 9.00 | Use and waste Formwork to sides of concrete foundations, footings, bases of columns, rafts and raft beams, sides and soffites (if any) of foundation and plinth beams and similar works, vertical or to better for rough finished flat surfaces of concrete complete all as specified and directed. | 36 | Sqm | 440 ₹15,840 | 399 ₹14,364 Lowest | 475 ₹17,100 | 420 ₹15,120 | 460 ₹16,560 | 480 ₹17,280 | 480 ₹17,280 | 450 ₹16,200 |
| 10.00 | Use and waste Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc, vertical or to batter for fair finished flat surfaces of concrete complete all as specified and directed. | 549 | Sqm | 430 ₹2,36,070 | 419 ₹2,30,031 Lowest | 450 ₹2,47,050 | 430 ₹2,36,070 | 460 ₹2,52,540 | 480 ₹2,63,520 | 485 ₹2,66,265 | 450 ₹2,47,050 |
Tender Value
₹43.4 L
EMD Value
₹86,800
Closing Date
6 Jul 2026, 6:00 pmClosed
GE SILCHAR
Office of the GE Silchar Masimpur Cantt
PROVN OF SLOPE STABLIZATION WORK AT JN LINE OF CIJW SCHOOL VAIRENGTE
2026_MES_772179_1
8160A/E8
Open Tender
Civil Works
Item Rate
180 days
Vairengte
Class D Category a i and other criteria as per NIT and Tender Doc
8 documents required · 8 mandatory
₹500
GE Silchar
₹86,800
Yes
21 Aug 2026
13 Jun 2026
9 Jul 2026
13 Jun 2026
6 Jul 2026
29 Jun 2026
13 Jun 2026 - 20 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | B & R Division Items | - | - | - | - |
| 2 | Excavating over areas, exc 1.5 m deep and getting out in soft soil complete all as specified and directed | 225 | Cum | - | - |
| 3 | Excavating over areas, for each additional 1.5m or part thereof in depth beyond the first 1.5 m and getting out in soft soil complete all as specified and directed | 540 | Cum | - | - |
| 4 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm all as specified and directed. | 540 | Cum | - | - |
| 5 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point all as specified and directed | 225 | Cum | - | - |
| 6 | Use and waste of timbering as planking and strutting for excavations over areas/rough excavation in soil exceeding 1.5m but not exceeding 3.00 (as for basements, etc.) and Including use and waste of raking shores, etc. as may be necessary and fixing and removal complete all as specified and as directed. | 90 | Sqm | - | - |
| 7 | M & L for loose filling with broken stone or boulders aggregates of gauge 40mm to 63mm as filter media inner side of RCC wall complete all as specified and directed. | 44.5 | Cum | - | - |
| 8 | M & L for PCC (1:4:8) type D2 using 40 mm graded stone aggregate as in foundations, sub-base,filling and mass concrete complete all as specified and as directed. | 16.65 | Cum | - | - |
| 9 | Use and waste Formwork to sides of concrete foundations, footings, bases of columns, rafts and raft beams, sides and soffites (if any) of foundation and plinth beams and similar works, vertical or to better for rough finished flat surfaces of concrete complete all as specified and directed. | 36 | Sqm | - | - |
| 10 | Use and waste Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc, vertical or to batter for fair finished flat surfaces of concrete complete all as specified and directed. | 549 | Sqm | - | - |
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