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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.6 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹33.8 L+₹16,420 (0.49%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹38.5 L+₹4.9 L (14.5%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹41.8 L+₹8.2 L (24.3%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹42.4 L+₹8.7 L (26.0%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S MANISHA BUILDERS L7 | Ashok and Co L6 | R.K. Works L5 | M/S Inder Pal Singh L3 | M/S KALSI ENGINEERS AND CONTRACTORS L4 | M/S CHOUDHARY DEWAN CHAND & SONS L2 | narayan construction L1 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Rough excavation not exceeding 1.5 m deep and getting out in any type of soil complete all as specified and directed. | 140 | Cum | 150 ₹21,000 | 250 ₹35,000 | 288 ₹40,320 | 200 ₹28,000 | 200 ₹28,000 | 30 ₹4,200 | 20 ₹2,800 Lowest |
| 2.00 | Excavation in over area, exc 1.5 m deep but not exc. 3.0 mtr deep in any type of soil and getting out complete all as specified and directed | 140 | Cum | 200 ₹28,000 | 250 ₹35,000 | 299 ₹41,860 | 400 ₹56,000 | 300 ₹42,000 | 180 ₹25,200 | 150 ₹21,000 Lowest |
| 3.00 | Excavation in over area, exc 3.0 m deep but not exc. 4.50 mtr deep in any type of soil and getting out complete all as specified and directed | 140 | Cum | 400 ₹56,000 | 250 ₹35,000 | 350 ₹49,000 | 600 ₹84,000 | 300 ₹42,000 | 180 ₹25,200 | 150 ₹21,000 Lowest |
| 4.00 | Excavation in over area, exc 4.50m deep but not exc. 6.0 mtr deep in any type of soil and getting out complete all as specified and directed | 94 | Cum | 500 ₹47,000 | 672 ₹63,168 | 488 ₹45,872 | 800 ₹75,200 | 500 ₹47,000 | 180 ₹16,920 | 150 ₹14,100 Lowest |
| 5.00 | Returning filling in incl spreading, leveling watering and well ramming in layers n. exc 25 cm thick complete all as speicified and directed. | 298 | Cum | 10 ₹2,980 Lowest | 10 ₹2,980 Lowest | 50 ₹14,900 | 250 ₹74,500 | 100 ₹29,800 | 30 ₹8,940 | 20 ₹5,960 |
| 6.00 | Removing surplus soil to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed. | 212 | Cum | 900 ₹1,90,800 | 100 ₹21,200 | 500 ₹1,06,000 | 250 ₹53,000 | 500 ₹1,06,000 | 20 ₹4,240 Lowest | 20 ₹4,240 Lowest |
| 7.00 | M&L for Cement concrete in foundation filling and mass concrete type C2 1:3:6 (using 40mm graded crushed stone aggregate) complete all as specified and directed. | 28 | Cum | 5,400 ₹1,51,200 | 6,500 ₹1,82,000 | 5,000 ₹1,40,000 | 4,200 ₹1,17,600 | 4,500 ₹1,26,000 | 2,500 ₹70,000 Lowest | 2,500 ₹70,000 Lowest |
| 8.00 | M&L for walling of random rubble stone masonry with harder stone such as grainite, basalt or trap uncoursed well bonded bedded and solidly hearted built in CM 1:4 complete all as specified and directed. (if PCC bond stones are used in lieu of stone bond stones the same shall be measured and paid separately).
Note: Quantity of PCC bond stones shall be deducted from the quantity of stone masonary while measurement. | 275 | Cum | 4,000 ₹11,00,000 | 4,500 ₹12,37,500 | 3,800 ₹10,45,000 | 3,800 ₹10,45,000 | 3,700 ₹10,17,500 | 3,500 ₹9,62,500 Lowest | 3,500 ₹9,62,500 Lowest |
| 9.00 | M&L for precast cement concrete type B1 (1:2:4) using 20mm stone aggregate as in bond stone in retaining wall, set in CM 1:4 complete with joints to match (PCC bond stone in lieu of Stone bond) complete all as specified and directed. | 32 | Cum | 4,500 ₹1,44,000 | 4,500 ₹1,44,000 | 6,000 ₹1,92,000 | 5,200 ₹1,66,400 | 6,000 ₹1,92,000 | 3,000 ₹96,000 Lowest | 3,000 ₹96,000 Lowest |
| 10.00 | M&L for PVC pipe 110mm dia low density of pressure rating 10 Kg/Sqcm fixed to retaining wall as weep holes complete all as specified and directed. | 280 | RM | 200 ₹56,000 Lowest | 200 ₹56,000 Lowest | 280 ₹78,400 | 250 ₹70,000 | 280 ₹78,400 | 200 ₹56,000 Lowest | 200 ₹56,000 Lowest |
Tender Value
₹40.5 L
EMD Value
₹81,000
Closing Date
7 Aug 2026, 6:00 pmClosed
GE NAGROTA
GE NAGROTA
PROVN OF GENERATOR SET OF 82.5 KVA CAPACITY AT BN HQ, SAMOTE OF 60 RR, PROVN OF SPLIT AC FOR COMPUTER STATION SERVER ROOM AT SILA GRN AND PROVN OF RETAINING WALL AT BATTALION HEADQUARTER, MAHORE OF 58 RR OF AGE REASI UNDER GE NAGROTA
2026_MES_775369_1
CANO GEN/TOKEN-73/2026-2027
Open Tender
Civil Works
Item Rate
180 days
GE NAGROTA
Class D Category a(i) and b(i)
8 documents required · 8 mandatory
₹500
GE NAGROTA
₹81,000
Yes
25 Sept 2026
10 Jul 2026
12 Aug 2026
10 Jul 2026
7 Aug 2026
24 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Rough excavation not exceeding 1.5 m deep and getting out in any type of soil complete all as specified and directed. | 140 | Cum | - | - |
| 2 | Excavation in over area, exc 1.5 m deep but not exc. 3.0 mtr deep in any type of soil and getting out complete all as specified and directed | 140 | Cum | - | - |
| 3 | Excavation in over area, exc 3.0 m deep but not exc. 4.50 mtr deep in any type of soil and getting out complete all as specified and directed | 140 | Cum | - | - |
| 4 | Excavation in over area, exc 4.50m deep but not exc. 6.0 mtr deep in any type of soil and getting out complete all as specified and directed | 94 | Cum | - | - |
| 5 | Returning filling in incl spreading, leveling watering and well ramming in layers n. exc 25 cm thick complete all as speicified and directed. | 298 | Cum | - | - |
| 6 | Removing surplus soil to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed. | 212 | Cum | - | - |
| 7 | M&L for Cement concrete in foundation filling and mass concrete type C2 1:3:6 (using 40mm graded crushed stone aggregate) complete all as specified and directed. | 28 | Cum | - | - |
| 8 | M&L for walling of random rubble stone masonry with harder stone such as grainite, basalt or trap uncoursed well bonded bedded and solidly hearted built in CM 1:4 complete all as specified and directed. (if PCC bond stones are used in lieu of stone bond stones the same shall be measured and paid separately).
Note: Quantity of PCC bond stones shall be deducted from the quantity of stone masonary while measurement. | 275 | Cum | - | - |
| 9 | M&L for precast cement concrete type B1 (1:2:4) using 20mm stone aggregate as in bond stone in retaining wall, set in CM 1:4 complete with joints to match (PCC bond stone in lieu of Stone bond) complete all as specified and directed. | 32 | Cum | - | - |
| 10 | M&L for PVC pipe 110mm dia low density of pressure rating 10 Kg/Sqcm fixed to retaining wall as weep holes complete all as specified and directed. | 280 | RM | - | - |
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