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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.0 LAdmitted-Finance | ₹15.0 L | L1 | Admitted-Finance |
| 2 | L2₹15.5 LAdmitted-Finance | ₹15.5 L | L2 | Admitted-Finance |
| 3 | L3₹15.9 LAdmitted-Finance R O ABI GUZAR THE BUND SRINAGAR 190001 J K | SRINAGAR | JAMMU AND KASHMIR | 190001 | ₹15.9 L | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S NEW IQBAL ENTERPRISES L1 | M/S GASSI CONSTRUCTION AND CO L3 | WUYAN ENGINEERING TECHNOLOGY L2 |
|---|---|---|---|---|---|---|
| 1.00 | Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, cable, pipes etc. not exceeding 10 sqm on plan and not exceeding 1.5 m in depth and getting out in Hard / Dense soil complete all as specified and as directed by Engineer-in- charge. | 57.24 | Cum | 200 ₹11,448 Lowest | 200 ₹11,448 Lowest | 211 ₹12,077.64 |
| 2.00 | Material and Labour for Excavating in post holes (or similar holes)each not exceeding 0.5 cum.getting out in hard/ dense soil,returning, filling in and ramming earth or broken rubble mixed with earth around,in layers not exceeding 25 cm in hard/dense soil complete all as specified and as directed by Engineer-in-Charge. | 12 | Each | 50 ₹600 Lowest | 100 ₹1,200 | 211 ₹2,532 |
| 3.00 | Returning filling including spreading , levelling, watering and well ramming in layers, each layer not exceeding 25cm in any type of soil complete all as specified and as directed by Engineer-in- charge. | 16.55 | Cum | 60 ₹993 | 50 ₹827.5 Lowest | 55 ₹910.25 |
| 4.00 | Removing excavated material of any type of soil not exceeding 50m and depositing where directedc at a level n exc 1.5 mtr above the starting point . complete all as specified and directed by Engr- in- charge. | 19.46 | Cum | 65 ₹1,264.9 | 40 ₹778.4 Lowest | 55 ₹1,070.3 |
| 5.00 | Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in Hard/Dense soil complete all as specified and as directed by Engineer-in- charge. | 13 | Sqm | 30 ₹390 Lowest | 100 ₹1,300 | 55 ₹715 |
| 6.00 | Material & Labour for PCC 1:4:8 , Type - D2, using 40mm graded stone aggregates as in foundations, filling and mass concrete complete all as specified and directed by Engineer-in-Charge. | 5.06 | Cum | 2,800 ₹14,168 Lowest | 2,800 ₹14,168 Lowest | 3,999 ₹20,234.94 |
| 7.00 | Material & Labour for PCC 1:3:6 , Type - C2, using 40mm graded stone aggregates as in foundations, filling and mass concrete complete all as specified and directed by Engineer-in-Charge. | 3.3 | Cum | 3,800 ₹12,540 | 3,000 ₹9,900 Lowest | 5,111 ₹16,866.3 |
| 8.00 | Material & Labour for Reinforced cement concrete (Design Mix) M-25 as in 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 as directed by Engineer-in-Charge.
NOTE :- Form work and Steel reinforcement shall be measured and paid seperately under appropriate items of Schedule 'A' BoQ. | 4 | Cum | 7,000 ₹28,000 | 7,500 ₹30,000 | 6,555 ₹26,220 Lowest |
| 9.00 | Material & Labour for Reinforced cement concrete (Design Mix) M-25 as in Columns, pillars, piers, posts and struts complete all as specified and directed by Engineer-in-Charge.
NOTE :- Form work and Steel reinforcement shall be measured and paid seperately under appropriate items of Schedule 'A' BoQ. | 2 | Cum | 7,200 ₹14,400 | 9,000 ₹18,000 | 7,111 ₹14,222 Lowest |
| 10.00 | Material & Labour for Reinforced cement concrete (Design Mix) M-25 as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed by Engineer-in-Charge.
NOTE :- Form work and Steel reinforcement shall be measured and paid seperately under appropriate items of Schedule 'A' BoQ. | 4.26 | Cum | 7,000 ₹29,820 | 8,000 ₹34,080 | 6,999 ₹29,815.74 Lowest |
Tender Value
₹19.9 L
EMD Value
₹40,000
Closing Date
4 Aug 2026, 6:00 pmClosed
GE 861 EWS
GE 861 EWS
PROVN OF CERTAIN REVENUE WORKS AGAINST JOB NO. STN HQ AWANTIPUR/2025-26/REVENUE /04 AND JOB NO. 40 /REV/VF/2025-26 UNDER AGE B/R (P) OF GE 861 EWS
2026_MES_776591_1
GE 861 EWS-29(T)/2026-27
Open Tender
Civil Works
Item Rate
180 days
GE 861 EWS
AS PER NIT
8 documents required · 8 mandatory
₹500
GE 861 EWS
₹40,000
GE 861 EWS
8 Aug 2026
6 Jul 2026
7 Aug 2026
6 Jul 2026
4 Aug 2026
21 Jul 2026
7 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, cable, pipes etc. not exceeding 10 sqm on plan and not exceeding 1.5 m in depth and getting out in Hard / Dense soil complete all as specified and as directed by Engineer-in- charge. | 57.24 | Cum | - | - |
| 2 | Material and Labour for Excavating in post holes (or similar holes)each not exceeding 0.5 cum.getting out in hard/ dense soil,returning, filling in and ramming earth or broken rubble mixed with earth around,in layers not exceeding 25 cm in hard/dense soil complete all as specified and as directed by Engineer-in-Charge. | 12 | Each | - | - |
| 3 | Returning filling including spreading , levelling, watering and well ramming in layers, each layer not exceeding 25cm in any type of soil complete all as specified and as directed by Engineer-in- charge. | 16.55 | Cum | - | - |
| 4 | Removing excavated material of any type of soil not exceeding 50m and depositing where directedc at a level n exc 1.5 mtr above the starting point . complete all as specified and directed by Engr- in- charge. | 19.46 | Cum | - | - |
| 5 | Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in Hard/Dense soil complete all as specified and as directed by Engineer-in- charge. | 13 | Sqm | - | - |
| 6 | Material & Labour for PCC 1:4:8 , Type - D2, using 40mm graded stone aggregates as in foundations, filling and mass concrete complete all as specified and directed by Engineer-in-Charge. | 5.06 | Cum | - | - |
| 7 | Material & Labour for PCC 1:3:6 , Type - C2, using 40mm graded stone aggregates as in foundations, filling and mass concrete complete all as specified and directed by Engineer-in-Charge. | 3.3 | Cum | - | - |
| 8 | Material & Labour for Reinforced cement concrete (Design Mix) M-25 as in 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 as directed by Engineer-in-Charge.
NOTE :- Form work and Steel reinforcement shall be measured and paid seperately under appropriate items of Schedule 'A' BoQ. | 4 | Cum | - | - |
| 9 | Material & Labour for Reinforced cement concrete (Design Mix) M-25 as in Columns, pillars, piers, posts and struts complete all as specified and directed by Engineer-in-Charge.
NOTE :- Form work and Steel reinforcement shall be measured and paid seperately under appropriate items of Schedule 'A' BoQ. | 2 | Cum | - | - |
| 10 | Material & Labour for Reinforced cement concrete (Design Mix) M-25 as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed by Engineer-in-Charge.
NOTE :- Form work and Steel reinforcement shall be measured and paid seperately under appropriate items of Schedule 'A' BoQ. | 4.26 | Cum | - | - |
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