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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.5 LAccepted-Finance | ₹43.5 L | L1 | Accepted-Finance L1 bid found in order |
| 2 | L2₹45.2 LAccepted-Finance | ₹45.2 L | L2 | Accepted-Finance Other than L1 bid |
| 3 | L3₹45.4 LAccepted-Finance | ₹45.4 L | L3 | Accepted-Finance Other than L1 bid |
| 4 | L4₹46.7 LAccepted-Finance | ₹46.7 L | L4 | Accepted-Finance Other than L1 bid |
| 5 | L5₹49.0 LAccepted-Finance DUDWAN DIST KUPWARA JAMMU KASHMIR 193222 | KUPWARA | JAMMU AND KASHMIR | 193222 | ₹49.0 L | L5 | Accepted-Finance Other than L1 bid |
| Sl No | Description | Qty | Unit | patriotic builders L6 | M/S FAYAZ CONSTRUCTIONS L1 | MS NASEER AHMAD PEERZADA L5 | G N T CONSTRUCTION CO L3 | M/S BEE AAY CONSTRUCTIONS L7 | M/S ABDUL AHAD RATHER L2 | MS SHEIKH NADEEM AKBAR L4 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n. exc 30 cm deep and average 15cm deep and getting out soft/ loose soil complete all as specified and directed. | 320 | Sqm | 35 ₹11,200 | 50 ₹16,000 | 11 ₹3,520 Lowest | 60 ₹19,200 | 30 ₹9,600 | 25 ₹8,000 | 40 ₹12,800 |
| 2.00 | Excavation in trenches n. exc 1.5m wide and n. exc 1.5m in depth for foundation etc in soft/loose soil all as specified. | 207.65 | Cum | 200 ₹41,530 | 250 ₹51,912.5 | 211 ₹43,814.15 | 300 ₹62,295 | 250 ₹51,912.5 | 110 ₹22,841.5 | 90 ₹18,688.5 Lowest |
| 3.00 | M&L plain Cement concrete as in foundation, filling & mass concrete type D2 1:4:8 (using 40 mm graded aggregate complete all as specified and directed. | 20 | Cum | 5,000 ₹1,00,000 | 4,000 ₹80,000 | 4,700 ₹94,000 | 180 ₹3,600 Lowest | 4,500 ₹90,000 | 3,500 ₹70,000 | 4,500 ₹90,000 |
| 4.00 | M&L for brick work with sub class 'B' brick straight or curved on plan etc 6 mean radius built in cement mortar 1:6 complete all as specified and directed. | 80 | Cum | 9,500 ₹7,60,000 | 9,000 ₹7,20,000 | 10,700 ₹8,56,000 | 9,000 ₹7,20,000 | 9,800 ₹7,84,000 | 8,500 ₹6,80,000 Lowest | 11,000 ₹8,80,000 |
| 5.00 | M&L brickwork with subclass ‘B’ bricks, straight or curved on plan to any radius in half brick thick walls built in CM 1:4 complete all as specified and directed. | 80 | Sqm | 2,000 ₹1,60,000 | 800 ₹64,000 Lowest | 900 ₹72,000 | 1,000 ₹80,000 | 2,500 ₹2,00,000 | 900 ₹72,000 | 800 ₹64,000 Lowest |
| 6.00 | Returning and filling including spreading levelling watering and well ramming in layers n. exc 25 cm in soft/loose soil complete all as specified and directed. | 124 | Cum | 100 ₹12,400 | 150 ₹18,600 | 52 ₹6,448 | 150 ₹18,600 | 200 ₹24,800 | 70 ₹8,680 | 30 ₹3,720 Lowest |
| 7.00 | Removal of excavated materials not exc 50cm and depositing where directed at a level n. exc 1.5m above the starting point complete all as specified and directed. | 128 | Cum | 100 ₹12,800 Lowest | 150 ₹19,200 | 191 ₹24,448 | 300 ₹38,400 | 200 ₹25,600 | 100 ₹12,800 Lowest | 100 ₹12,800 Lowest |
| 8.00 | M&L for mild steel TMT bars 10mm dia and over cut to length, bent to shape required including cranking, bending, spirally for hooking for column, hooking ends and binding with MS wire (annealed) not less than 0.9mm dia or securing with clips quality conforming to FS-410 complete all as specified and directed. | 5,760 | Kg | 120 ₹6,91,200 | 100 ₹5,76,000 Lowest | 128 ₹7,37,280 | 110 ₹6,33,600 | 117 ₹6,73,920 | 115 ₹6,62,400 | 105 ₹6,04,800 |
| 9.00 | M&L mild steel TMT bars 6 to 8mm dia and over cut to length, bent to shape required including cranking, bending, spirally for hooking for column, hooking ends and binding with MS wire (annealed) not less than 0.9mm dia or securing with clips quality conforming to FS-410 complete all as specified and directed. | 3,840 | Kg | 120 ₹4,60,800 | 100 ₹3,84,000 Lowest | 128 ₹4,91,520 | 110 ₹4,22,400 | 117 ₹4,49,280 | 115 ₹4,41,600 | 105 ₹4,03,200 |
| 10.00 | M&L for RCC M-25 Design mix using 20 m graded aggregate for foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed. | 40 | Cum | 10,500 ₹4,20,000 | 8,500 ₹3,40,000 | 8,300 ₹3,32,000 Lowest | 9,000 ₹3,60,000 | 11,000 ₹4,40,000 | 8,500 ₹3,40,000 | 9,800 ₹3,92,000 |
Tender Value
Refer Docs
EMD Value
₹93,400
Closing Date
10 Jun 2026, 6:00 pmClosed
GE 874 EWS
GE 874 EWS Kupwara
PROVN OF COOK HOUSE AT CHOWKIBAL UNDER THE AOR OF GE 874 EWS.
2026_MES_759352_1
GE 874/EWS-22/2026-27
Open Tender
Civil Works
Works
180 days
KUPWARA
As per NIT
6 documents required · 6 mandatory
₹500
Yes
GE 874 EWS
₹93,400
Yes
23 Jun 2026
7 Apr 2026
12 Jun 2026
7 Apr 2026
10 Jun 2026
5 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | HSN/SAC |
|---|---|---|---|---|---|---|
| - | Surface excavation n. exc 30 cm deep and average 15cm deep and getting out soft/ loose soil complete all as specified and directed. | - | Sqm | - | - | INR Zero Only |
| - | Excavation in trenches n. exc 1.5m wide and n. exc 1.5m in depth for foundation etc in soft/loose soil all as specified. | - | Cum | - | - | INR Zero Only |
| - | M&L plain Cement concrete as in foundation, filling & mass concrete type D2 1:4:8 (using 40 mm graded aggregate complete all as specified and directed. | - | Cum | - | - | INR Zero Only |
| - | M&L for brick work with sub class 'B' brick straight or curved on plan etc 6 mean radius built in cement mortar 1:6 complete all as specified and directed. | - | Cum | - | - | - |
| - | M&L brickwork with subclass ‘B’ bricks, straight or curved on plan to any radius in half brick thick walls built in CM 1:4 complete all as specified and directed. | - | Sqm | - | - | INR Zero Only |
| - | Returning and filling including spreading levelling watering and well ramming in layers n. exc 25 cm in soft/loose soil complete all as specified and directed. | - | Cum | - | - | INR Zero Only |
| - | Removal of excavated materials not exc 50cm and depositing where directed at a level n. exc 1.5m above the starting point complete all as specified and directed. | - | Cum | - | - | INR Zero Only |
| - | M&L for mild steel TMT bars 10mm dia and over cut to length, bent to shape required including cranking, bending, spirally for hooking for column, hooking ends and binding with MS wire (annealed) not less than 0.9mm dia or securing with clips quality conforming to FS-410 complete all as specified and directed. | - | Kg | - | - | INR Zero Only |
| - | M&L mild steel TMT bars 6 to 8mm dia and over cut to length, bent to shape required including cranking, bending, spirally for hooking for column, hooking ends and binding with MS wire (annealed) not less than 0.9mm dia or securing with clips quality conforming to FS-410 complete all as specified and directed. | - | Kg | - | - | INR Zero Only |
| - | M&L for RCC M-25 Design mix using 20 m graded aggregate for foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed. | - | Cum | - | - | INR Zero Only |
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