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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.8 LAdmitted-Finance BATWARA SRINAGAR KASHMIR 190004 | SRINAGAR | SRINAGAR | JAMMU AND KASHMIR | 190004 | L1 | Admitted-Finance | |
| 2 | L2₹41.1 L+₹3.3 L (8.61%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹46.0 L+₹8.1 L (21.5%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹48.7 L+₹10.9 L (28.7%)Admitted-Finance | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S Ghulam Hassan Lone L3 | M/S MOHAMAD YOUSUF AKHOON AND SONS L1 | M/S NEW IQBAL ENTERPRISES L4 | BIG DAWG CONSTRUCTION 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 Soft/ Loose soil complete all as specified and as directed by Engineer-in- charge. | 95.26 | Cum | 150 ₹14,289 | 130 ₹12,383.8 Lowest | 155 ₹14,765.3 | 211 ₹20,099.86 |
| 2.00 | 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 any type of soil (Except soft/ loose soil) complete all as specified and directed by Engineer-in-Charge | 125.28 | Cum | 175 ₹21,924 | 160 ₹20,044.8 Lowest | 210 ₹26,308.8 | 211 ₹26,434.08 |
| 3.00 | 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. | 15 | Each | 100 ₹1,500 | 52 ₹780 Lowest | 65 ₹975 | 299 ₹4,485 |
| 4.00 | 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. | 115.96 | Sqm | 30 ₹3,478.8 Lowest | 30 ₹3,478.8 Lowest | 50 ₹5,798 | 55 ₹6,377.8 |
| 5.00 | Removing excavated material/soils to a distance not exceeding 50 mtr and depositing where directed at a level not exc.1.5 mtr above the starting point, complete all as spefied and as directed by Engineer-in-Charge. | 85.16 | Cum | 100 ₹8,516 | 60 ₹5,109.6 Lowest | 60 ₹5,109.6 Lowest | 77 ₹6,557.32 |
| 6.00 | Returning, filling , including spreading, leveling, watering and well ramming in layers not exc 25cm thick, in any type of soil complete all as spefied and as directed by Engineer-in-Charge. | 136.13 | Cum | 100 ₹13,613 | 60 ₹8,167.8 | 51 ₹6,942.63 Lowest | 51 ₹6,942.63 Lowest |
| 7.00 | Material & Labour for Hardcore of broken stone or boulders ,hardcore gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and as directed by Engineer-in-Charge. | 37.94 | Cum | 1,400 ₹53,116 | 200 ₹7,588 Lowest | 240 ₹9,105.6 | 1,200 ₹45,528 |
| 8.00 | Material & Labour for PCC 1:4:8 100mm thick, Type - D2, using 40mm graded stone aggregates as in sub base of floor finished complete all as specified and directed by Engineer-in-Charge. | 64.54 | Sqm | 400 ₹25,816 | 95 ₹6,131.3 Lowest | 97 ₹6,260.38 | 255 ₹16,457.7 |
| 9.00 | Material & Labour for PCC 1:3:6 100mm thick, Type - C2, using 40mm graded stone aggregates as in sub base of floor finished complete all as specified and directed by Engineer-in-Charge. | 163.92 | Sqm | 450 ₹73,764 | 95 ₹15,572.4 Lowest | 98 ₹16,064.16 | 255 ₹41,799.6 |
| 10.00 | Material and labour for 75 mm thick PCC (1:3:6) Type D-2 using 40mm graded stone aggregate as in flooring, hard standing, plinth protection / path etc. finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge | 88.7 | Sqm | 400 ₹35,480 | 100 ₹8,870 Lowest | 120 ₹10,644 | 199 ₹17,651.3 |
Tender Value
₹48.5 L
EMD Value
₹97,000
Closing Date
16 Sept 2026, 6:00 pmClosed
GE 861 EWS
GE 861 EWS
PROVN OF 04 X TOILET BLOCK, 04 X BATHROOM, 01 X COY STORAGE SHED PARKING SHED ALONGWITH HARDSTANDING OF 04 X LORRY AMB VEH AT MT AREA AND PROVN OF CLEAN UTILITY STORE AND SCRUB UP ROOM FOR OPERATION THEATRE AT AWANTIPUR GRN UNDER GE 861 EWS
2026_MES_784517_1
GE 861 EWS-50(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
₹97,000
GE 861 EWS
8 Oct 2026
14 Aug 2026
19 Sept 2026
14 Aug 2026
16 Sept 2026
2 Sept 2026
20 Aug 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 Soft/ Loose soil complete all as specified and as directed by Engineer-in- charge. | 214.54 | Cum | - | - |
| 2 | 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 any type of soil complete all as specified and directed by Engineer-in-Charge | 6 | Cum | - | - |
| 3 | 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. | 15 | Each | - | - |
| 4 | 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. | 115.96 | Sqm | - | - |
| 5 | 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. | 11.27 | Cum | - | - |
| 6 | Material & Labour for Reinforced cement concrete (Design Mix) M-30 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.seperate items. | 22.26 | Cum | - | - |
| 7 | Material & Labour for Reinforced cement concrete (Design Mix) M-30as 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.seperate items. | 6.11 | Cum | - | - |
| 8 | Material & Labour for Reinforced cement concrete (Design Mix) M-30 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.seperate items. | 6.73 | Cum | - | - |
| 9 | Material & Labour for Reinforced cement concrete (Design Mix) M-30 as in Chajjas 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.seperate items. | 0.84 | Cum | - | - |
| 10 | Material & Labour for Reinforced cement concrete (Design Mix) M-30 as in Slabs supported on walls,beams and columns infloors,roofs, landings, balconies,canopies, deck slabs and inshelves and the like Slabs supported on walls,beams andcolumns in floors,roofs, landings, balconies,canopies, deck slabs and inshelves and the like 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.seperate items. | 3.17 | Cum | - | - |
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