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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.8 LAccepted-AOC | ₹46.8 L | L1 | Accepted-AOC Being L1 |
| 2 | L2₹49.0 L+₹2.3 L (4.86%)Rejected-AOC | ₹49.0 L+₹2.3 L (4.86%) | L2 | Rejected-AOC Being L2 |
| 3 | L3₹49.2 L+₹2.5 L (5.30%)Rejected-AOC | ₹49.2 L+₹2.5 L (5.30%) | L3 | Rejected-AOC Being L3 |
| 4 | L4₹49.3 L+₹2.6 L (5.47%)Rejected-AOC C O M KHARKARANG LUMJINGSUK BLOCK A MADANRTING SHILLONG 793021 | SHILLONG | EAST KHASI HILLS | MEGHALAYA | 793021 | ₹49.3 L+₹2.6 L (5.47%) | L4 | Rejected-AOC Being L4 |
| 5 | L5₹49.4 L+₹2.7 L (5.75%)Rejected-AOC | ₹49.4 L+₹2.7 L (5.75%) | L5 | Rejected-AOC Being L5 |
| Sl No | Description | Qty | Unit | M/S M P Sharma L1 | m/s builders and suppliers L3 | Bhuiya Construction L4 | M/S TAPAN KUMAR RAY L6 | SURANA CORPORATION L5 | M/S SUBHAM ENTERPRISE L7 | LUIT CONSTRUCTION L8 | M/S MANIK LAL GUPTA L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00B & R Division Items | |||||||||||
| 2.00 | Rough Excavation n exc 1.5 m deep and getting out in soft soil complete all as specified and directed | 244.38 | Cum | 240 ₹58,651.2 Lowest | 380 ₹92,864.4 | 600 ₹1,46,628 | 280 ₹68,426.4 | 350 ₹85,533 | 300 ₹73,314 | 260 ₹63,538.8 | 295 ₹72,092.1 |
| 3.00 | Excavating over areas, n exc 1.5 m deep and getting out in soft soil complete all as specified and directed | 195.42 | Cum | 259 ₹50,613.78 Lowest | 370 ₹72,305.4 | 600 ₹1,17,252 | 290 ₹56,671.8 | 340 ₹66,442.8 | 305 ₹59,603.1 | 265 ₹51,786.3 | 300 ₹58,626 |
| 4.00 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. nexc 10 sqm on plan and n exc 1.5 m in depth and getting out soft /loose soil complete all as directed. | 7.65 | Cum | 290 ₹2,218.5 | 375 ₹2,868.75 | 650 ₹4,972.5 | 295 ₹2,256.75 | 330 ₹2,524.5 | 310 ₹2,371.5 | 250 ₹1,912.5 | 205 ₹1,568.25 Lowest |
| 5.00 | M&L for Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm all as specified and directed. | 230 | Cum | 100 ₹23,000 | 90 ₹20,700 | 200 ₹46,000 | 115 ₹26,450 | 70 ₹16,100 Lowest | 95 ₹21,850 | 140 ₹32,200 | 105 ₹24,150 |
| 6.00 | M&L for Removing excavated material exc 250m and n exc. 500m and depositing where directed at a level n exc. 1.5 m above the starting point all as specified and directed | 54.54 | Cum | 200 ₹10,908 | 300 ₹16,362 | 300 ₹16,362 | 185 ₹10,089.9 | 190 ₹10,362.6 | 195 ₹10,635.3 | 160 ₹8,726.4 Lowest | 174 ₹9,489.96 |
| 7.00 | M&L for 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 | 163 | Cum | 150 ₹24,450 Lowest | 320 ₹52,160 | 300 ₹48,900 | 180 ₹29,340 | 180 ₹29,340 | 198 ₹32,274 | 175 ₹28,525 | 280 ₹45,640 |
| 8.00 | M&L for plain cement concrete 1:3:6 type C2 (40mm graded crushed stone aggregates) in foundation filling and mass concrete complete all as specified & as directed . | 120 | Cum | 8,350 ₹10,02,000 | 8,000 ₹9,60,000 Lowest | 8,000 ₹9,60,000 Lowest | 10,200 ₹12,24,000 | 9,800 ₹11,76,000 | 9,700 ₹11,64,000 | 8,600 ₹10,32,000 | 8,930 ₹10,71,600 |
| 9.00 | M & L plain cement concrete 1:2:4 type B-1 (20mm graded crushed stone aggregates) in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses,lacing courses, parapets and railings upto 60 cm in height,copings, kneelers, apex stones, bed plates, kerbs , water troughs and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified & as directed | 2.9 | Cum | 10,000 ₹29,000 | 9,000 ₹26,100 Lowest | 12,300 ₹35,670 | 13,400 ₹38,860 | 11,200 ₹32,480 | 12,350 ₹35,815 | 12,600 ₹36,540 | 11,900 ₹34,510 |
| 10.00 | Material & labour for Raised Pointing in Cement Mortar 1:3 to random rubble uncoursed or brought up to coursed masonry complete all as specified and directed. | 33 | 10 Sqm | 2,500 ₹82,500 | 4,000 ₹1,32,000 | 3,500 ₹1,15,500 | 3,200 ₹1,05,600 | 240 ₹7,920 Lowest | 2,590 ₹85,470 | 3,100 ₹1,02,300 | 2,600 ₹85,800 |
Tender Value
₹43.8 L
EMD Value
₹87,600
Closing Date
6 Jul 2026, 6:00 pmClosed
GE SILCHAR
Office of the GE Silchar Masimpur Cantt
PROVN OF RETAINING WALL AT VARIOUS LOCATIONS OF CIJWS VAIRENGTE UNDER VAIRENGTE MIL STN
2026_MES_772156_1
8159A/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
₹87,600
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 | Rough Excavation n exc 1.5 m deep and getting out in soft soil complete all as specified and directed | 244.38 | Cum | - | - |
| 3 | Excavating over areas, n exc 1.5 m deep and getting out in soft soil complete all as specified and directed | 195.42 | Cum | - | - |
| 4 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. nexc 10 sqm on plan and n exc 1.5 m in depth and getting out soft /loose soil complete all as directed. | 7.65 | Cum | - | - |
| 5 | M&L for Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm all as specified and directed. | 230 | Cum | - | - |
| 6 | M&L for Removing excavated material exc 250m and n exc. 500m and depositing where directed at a level n exc. 1.5 m above the starting point all as specified and directed | 54.54 | Cum | - | - |
| 7 | M&L for 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 | 163 | Cum | - | - |
| 8 | M&L for plain cement concrete 1:3:6 type C2 (40mm graded crushed stone aggregates) in foundation filling and mass concrete complete all as specified & as directed . | 120 | Cum | - | - |
| 9 | M & L plain cement concrete 1:2:4 type B-1 (20mm graded crushed stone aggregates) in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses,lacing courses, parapets and railings upto 60 cm in height,copings, kneelers, apex stones, bed plates, kerbs , water troughs and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified & as directed | 2.9 | Cum | - | - |
| 10 | Material & labour for Raised Pointing in Cement Mortar 1:3 to random rubble uncoursed or brought up to coursed masonry complete all as specified and directed. | 33 | 10 Sqm | - | - |
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