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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.6 LAccepted-AOC | ₹12.6 L Quoted ₹12.8 L | L1 | Accepted-AOC Being lowest |
| 2 | L2₹14.0 L+₹1.2 L (9.19%)Rejected-Finance 14 ILTIFATGANJ AMBEDKAR NAGAR UTTAR PRADESH 224145 UDYAM UP 04 0036158 | AMBEDKAR NAGAR | UTTAR PRADESH | 224145 | ₹14.0 L+₹1.2 L (9.19%) | L2 | Rejected-Finance Other than lowest |
| 3 | L3₹16.4 L+₹3.6 L (28.0%)Rejected-Finance | ₹16.4 L+₹3.6 L (28.0%) | L3 | Rejected-Finance Other than lowest |
| 4 | L4₹17.0 L+₹4.2 L (33.0%)Rejected-Finance | ₹17.0 L+₹4.2 L (33.0%) | L4 | Rejected-Finance Other than lowest |
| Sl No | Description | Qty | Unit | BHARTI CONSTRUCTIONS L1 | R.K. Works L3 | M/S R S CONSTRUCTION CO L2 | Nitika electricals and engineers works L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | (SCHEDULE-A PART-I B/R Works)Excavation in trenches in any type of soil not exceeding 1.5m wide and not exceeding 1.5m depth for foundation etc or for shaft, wells, cesspits, manhole, drain, pair house etc not exceeding 10 Sqm on plan and not exceeding 1.5 m depth and getting out in any type of soil complete all as specified and directed. | 30 | Cum | 120 ₹3,600 Lowest | 250 ₹7,500 | 300 ₹9,000 | 220 ₹6,600 |
| 2.00 | Returning filling in including, spreading, leveling watering and well ramming in layer not exceeding 25cm in each layer in any type of soil complete all as specified and directed. | 10 | Cum | 50 ₹500 | 50 ₹500 | 40 ₹400 Lowest | 50 ₹500 |
| 3.00 | Removing excavated material not exceeding 50 M and depositing where directed at level not exceeding 1.5m above the starting pointing complete all as specified and directed. | 20 | Cum | 50 ₹1,000 | 100 ₹2,000 | 40 ₹800 Lowest | 50 ₹1,000 |
| 4.00 | M&L for PCC 1:4:8 type D2 using 40mm graded aggregateas in foundation complete all as specified and directed. | 2.9 | Cum | 3,600 ₹10,440 | 3,000 ₹8,700 | 2,000 ₹5,800 Lowest | 3,500 ₹10,150 |
| 5.00 | Demolition of brick work/Stone Boulder Masonry built in cement mortar including all quions, arches, pillars etc but excluding ashlar facings dressed stone work and precast concrete articles complete all as specified and directed. | 51.32 | Cum | 100 ₹5,132 Lowest | 400 ₹20,528 | 100 ₹5,132 Lowest | 250 ₹12,830 |
| 6.00 | Demolition of cement concrete (unreinforced) in ground floors and paving not exc 15cm thickness complete all as specified and directed. | 8.9 | Cum | 100 ₹890 Lowest | 400 ₹3,560 | 100 ₹890 Lowest | 300 ₹2,670 |
| 7.00 | Demolition of cement concrete (unreinforced) of any description and any position not other wise specifically provided complete all as specified and directed. | 25.76 | Cum | 100 ₹2,576 Lowest | 400 ₹10,304 | 100 ₹2,576 Lowest | 300 ₹7,728 |
| 8.00 | Demolition of cement concrete (Reinforced) of any description and any position not other wise specifically provided reinforcement cut as required to facilitate demoltion complete all as specified and directed. | 0.75 | Cum | 100 ₹75 Lowest | 500 ₹375 | 300 ₹225 | 400 ₹300 |
| 9.00 | M & L for Reinforced cement concrete (M-25 design mix) in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies,canopies, deck slabs and in shelves and the like (20 mm graded aggregate)complete all as specified and directed. | 0.75 | Cum | 4,700 ₹3,525 | 6,500 ₹4,875 | 300 ₹225 Lowest | 7,000 ₹5,250 |
| 10.00 | M & L for Form work to soffits of suspended slabs such as roof slab, floor slab, landing and similar works, n exc 200mm thick(horizontal or sloping) complete all as specified and directed. | 5 | Sqm | 90 ₹450 Lowest | 250 ₹1,250 | 100 ₹500 | 200 ₹1,000 |
Tender Value
₹21 L
EMD Value
₹42,000
Closing Date
20 Jul 2026, 6:00 pmClosed
GE NAGROTA
GE NAGROTA
27 PROVN OF DRAINAGE AT CERTAIN LOATIONS IN UNDER AGE B/R-I OF GE NAGROTA
2026_MES_762150_1
CANO GEN/TOKEN-09/2026-2027
Open Tender
Civil Works
Item Rate
180 days
GE NAGROTA
Class E Cat a (i)
9 documents required · 9 mandatory
₹500
GE NAGROTA
₹42,000
Yes
10 Sept 2026
18 Jun 2026
23 Jul 2026
18 Jun 2026
20 Jul 2026
2 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | (SCHEDULE-A PART-I B/R Works)Excavation in trenches in any type of soil not exceeding 1.5m wide and not exceeding 1.5m depth for foundation etc or for shaft, wells, cesspits, manhole, drain, pair house etc not exceeding 10 Sqm on plan and not exceeding 1.5 m depth and getting out in any type of soil complete all as specified and directed. | 30 | Cum | - | - |
| 2 | Returning filling in including, spreading, leveling watering and well ramming in layer not exceeding 25cm in each layer in any type of soil complete all as specified and directed. | 10 | Cum | - | - |
| 3 | Removing excavated material not exceeding 50 M and depositing where directed at level not exceeding 1.5m above the starting pointing complete all as specified and directed. | 20 | Cum | - | - |
| 4 | M&L for PCC 1:4:8 type D2 using 40mm graded aggregateas in foundation complete all as specified and directed. | 2.9 | Cum | - | - |
| 5 | Demolition of brick work/Stone Boulder Masonry built in cement mortar including all quions, arches, pillars etc but excluding ashlar facings dressed stone work and precast concrete articles complete all as specified and directed. | 51.32 | Cum | - | - |
| 6 | Demolition of cement concrete (unreinforced) in ground floors and paving not exc 15cm thickness complete all as specified and directed. | 8.9 | Cum | - | - |
| 7 | Demolition of cement concrete (unreinforced) of any description and any position not other wise specifically provided complete all as specified and directed. | 25.76 | Cum | - | - |
| 8 | Demolition of cement concrete (Reinforced) of any description and any position not other wise specifically provided reinforcement cut as required to facilitate demoltion complete all as specified and directed. | 0.75 | Cum | - | - |
| 9 | M & L for Reinforced cement concrete (M-25 design mix) in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies,canopies, deck slabs and in shelves and the like (20 mm graded aggregate)complete all as specified and directed. | 0.75 | Cum | - | - |
| 10 | M & L for Form work to soffits of suspended slabs such as roof slab, floor slab, landing and similar works, n exc 200mm thick(horizontal or sloping) complete all as specified and directed. | 5 | Sqm | - | - |
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