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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.8 LAccepted-AOC | ₹41.8 L | L1 | Accepted-AOC L1 bid found in order |
| 2 | L2₹43.3 LRejected-AOC | ₹43.3 L | L2 | Rejected-AOC Other than L1 bid |
| 3 | L3₹45.4 LRejected-AOC | ₹45.4 L | L3 | Rejected-AOC Other than L1 bid |
| 4 | L4₹45.7 LRejected-AOC | ₹45.7 L | L4 | Rejected-AOC Other than L1 bid |
| 5 | L5₹45.9 LRejected-AOC | ₹45.9 L | L5 | Rejected-AOC Other than L1 bid |
| Sl No | Description | Qty | Unit | M/S ABDUL AZIZ MIR L1 | RATHER BROTHERS L3 | patriotic builders L4 | m/s mohd saleem and co L5 | M/S AK CONSTRUCTION L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of cement Concrete (unreinforced) of any description and in any position not otherwise specifically provided complete all as specified and as directed. | 50 | Cum | 200 ₹10,000 | 100 ₹5,000 | 200 ₹10,000 | 1 ₹50 Lowest | 100 ₹5,000 |
| 2.00 | Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm in any type of soil complete all as specified and directed. | 30 | Each | 160 ₹4,800 | 200 ₹6,000 | 200 ₹6,000 | 350 ₹10,500 | 100 ₹3,000 Lowest |
| 3.00 | Excavation in trenches n exc 1.5m wide and n exc 1.5m in depth for foundation etc n exc 10 sqm on plan and getting out in any type of soil complete all as specified and directed. | 98.47 | Cum | 250 ₹24,617.5 | 200 ₹19,694 | 250 ₹24,617.5 | 200 ₹19,694 | 150 ₹14,770.5 Lowest |
| 4.00 | Returning filling in including spreading levelling watering and well ramming in layers n exc 25cm complete all as specified and directed. | 30.4 | Cum | 60 ₹1,824 | 120 ₹3,648 | 100 ₹3,040 | 50 ₹1,520 Lowest | 100 ₹3,040 |
| 5.00 | Removal of excavated materials n. exc 50m and depositing where directed at a level n exc 1.5m above the starting point complete all as specified and directed. | 91.64 | Cum | 120 ₹10,996.8 | 80 ₹7,331.2 | 100 ₹9,164 | 50 ₹4,582 Lowest | 100 ₹9,164 |
| 6.00 | M & L PCC 1:4:8 type D-2 in foundation, filling and mass concrete (using 40 mm graded crushed stone aggregate) complete all as specified and directed. | 17.8 | Cum | 3,000 ₹53,400 Lowest | 4,500 ₹80,100 | 4,500 ₹80,100 | 4,000 ₹71,200 | 3,800 ₹67,640 |
| 7.00 | M & L PCC 1:3:6 type C-2 in foundation, filling and mass concrete (using 41 mm graded crushed stone aggregate) complete all as specified and directed. | 18.32 | Cum | 3,200 ₹58,624 Lowest | 5,000 ₹91,600 | 6,000 ₹1,09,920 | 4,500 ₹82,440 | 4,000 ₹73,280 |
| 8.00 | M & L for 100mm thick cement concrete type D-2, 1:4:8 (40 mm graded aggregate) as in sub bases complete all as specified and as directed. | 390 | Sqm | 400 ₹1,56,000 Lowest | 650 ₹2,53,500 | 450 ₹1,75,500 | 500 ₹1,95,000 | 500 ₹1,95,000 |
| 9.00 | M & L for sand cushioning under floors or in foundations including watering and consolidation complete all as specified and as directed. | 20 | Cum | 850 ₹17,000 Lowest | 1,900 ₹38,000 | 900 ₹18,000 | 1,000 ₹20,000 | 1,100 ₹22,000 |
| 10.00 | M &L for machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 100 mm thickness M-50 Grade with grey cement and pigments complete all as specified and as directed. | 390 | Sqm | 1,800 ₹7,02,000 Lowest | 2,010 ₹7,83,900 | 1,900 ₹7,41,000 | 2,100 ₹8,19,000 | 2,000 ₹7,80,000 |
Tender Value
Refer Docs
EMD Value
₹96,900
Closing Date
23 Feb 2026, 6:00 pmClosed
GE 874 EWS
GE 874 EWS Kupwara
PROVN OF TRANSPORT SHED, RETAINING WALL, GEYSERS, RO PLANT AND VOLTAGE STABILZER UNDER THE AOR OF GE 874 EWS.
2026_MES_750158_1
GE 874/EWS-77/2025-26
Open Tender
Civil Works
Works
180 days
KUPWARA
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
GE 874 EWS
₹96,900
Yes
18 Apr 2026
28 Jan 2026
25 Feb 2026
28 Jan 2026
23 Feb 2026
18 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | HSN/SAC |
|---|---|---|---|---|---|---|
| 1 | Demolition of cement Concrete (unreinforced) of any description and in any position not otherwise specifically provided complete all as specified and as directed. | 50 | Cum | - | - | INR Zero Only |
| - | Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm in any type of soil complete all as specified and directed. | 30 | Each | - | - | INR Zero Only |
| - | Excavation in trenches n exc 1.5m wide and n exc 1.5m in depth for foundation etc n exc 10 sqm on plan and getting out in any type of soil complete all as specified and directed. | 98.47 | Cum | - | - | INR Zero Only |
| - | Returning filling in including spreading levelling watering and well ramming in layers n exc 25cm complete all as specified and directed. | 30.4 | Cum | - | - | - |
| - | Removal of excavated materials n. exc 50m and depositing where directed at a level n exc 1.5m above the starting point complete all as specified and directed. | 91.64 | Cum | - | - | INR Zero Only |
| - | M & L PCC 1:4:8 type D-2 in foundation, filling and mass concrete (using 40 mm graded crushed stone aggregate) complete all as specified and directed. | 17.8 | Cum | - | - | INR Zero Only |
| - | M & L PCC 1:3:6 type C-2 in foundation, filling and mass concrete (using 41 mm graded crushed stone aggregate) complete all as specified and directed. | 18.32 | Cum | - | - | INR Zero Only |
| - | M & L for 100mm thick cement concrete type D-2, 1:4:8 (40 mm graded aggregate) as in sub bases complete all as specified and as directed. | 390 | Sqm | - | - | INR Zero Only |
| - | M & L for sand cushioning under floors or in foundations including watering and consolidation complete all as specified and as directed. | 20 | Cum | - | - | INR Zero Only |
| - | M &L for machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 100 mm thickness M-50 Grade with grey cement and pigments complete all as specified and as directed. | 390 | Sqm | - | - | INR Zero Only |
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