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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹14.9 LAccepted-AOC | ₹14.9 L | L-1 | Accepted-AOC Award of contract |
| 2 | L-2₹20.7 LRejected-Finance | ₹20.7 L | L-2 | Rejected-Finance Not Being L-1 |
| 3 | L-3₹22.0 LRejected-Finance | ₹22.0 L | L-3 | Rejected-Finance Not Being L-1 |
| 4 | L-4₹24.1 LRejected-Finance | ₹24.1 L | L-4 | Rejected-Finance Not Being L-1 |
| 5 | Rejected-Technical C O BASHIR AHMAD LAWAY ABI GUZAR SRINAGAR 190001 J K | SRINAGAR | JAMMU AND KASHMIR | 190001 | - | - | Rejected-Technical No, in WLR for the QE Sep 2025 of HQ CE NC |
| Sl No | Description | Qty | Unit | M/S BILAL AHMAD BHAT L1 | JANDOO AND CO L2 | M/S GHULAM MOHIUDDIN RATHER L3 | sofihydraullicworks L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and directed by Engineer-in-Charge. | 270 | Sqm | 10 ₹2,700 | 20 ₹5,400 | 150 ₹40,500 | 120 ₹32,400 |
| 2.00 | Material & Labour for Hardcore of broken stone or boulders of 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 directed by Engineer-in-Charge. | 27 | Cum | 690 ₹18,630 | 650 ₹17,550 | 2,000 ₹54,000 | 1,540 ₹41,580 |
| 3.00 | Material & Labour for 100 mm thick Plain cement concrete 1:4:8 , type D-2, using 40 mm graded stone aggregate as in sub base of flooring complete all as specified and directed by Engineer-in-Charge. | 270 | Sqm | 280 ₹75,600 | 220 ₹59,400 | 500 ₹1.4 L | 615 ₹1.7 L |
| 4.00 | Material and Labour for sand filling under floors for interlocking paver block as in sand cushioning and sand or in foundations including watering and consolidation complete all as specified and as directed by Engineer-in- charge. | 10.8 | Cum | 800 ₹8,640 | 850 ₹9,180 | 1,000 ₹10,800 | 1,320 ₹14,256 |
| 5.00 | Material and labour for coloured machine pressed precast concrete interlocking paver block of any shape and any size confirming to IS 15656 -2006, 60 mm thick , M-35 Grade , laid with grey cement and pigment complete all as specified and directed by Engineer-in-Charge. Note: sand for cushioning shall be measured and paid seperately under appropriate item of Schedule'A' BoQ. | 216 | Sqm | 850 ₹1.8 L | 1,200 ₹2.6 L | 1,700 ₹3.7 L | 1,185 ₹2.6 L |
| 6.00 | Material & labour for cement concrete 1:2:4, type B-0 using 12.5 mm graded stone aggregate as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height,
copings, kneelers, apex stones, bed plates,complete all as specified and as directed by Engineer-in-charge. | 21.31 | Cum | 5,500 ₹1.2 L | 4,300 ₹91,633 | 5,000 ₹1.1 L | 8,000 ₹1.7 L |
| 7.00 | Excavation in trenches not exceeding 1.5 meter wide and not exceeding 1.5 meter depth for foundation etc or for shafts , wells, cesspits, manholes , septic tank, for laying of cables , laying of pipes not exceeding 10 Sqm on plan and not exc 1.5 meter depth and getting out in any type of soil such as soft/loose/Hard / Dense soil etc complete all as specified and as directed by Engineer-in- charge. | 444.15 | Cum | 150 ₹66,622.50 | 210 ₹93,271.50 | 250 ₹1.1 L | 250 ₹1.1 L |
| 8.00 | Material & Labour for Plain cement concrete 1:3:6 , Type C-2, using 40 mm graded stone aggregates as in surface channels and drains complete all as specified and directed by Engineer-in-Charge. | 56.4 | Cum | 4,000 ₹2.3 L | 4,300 ₹2.4 L | 3,500 ₹2.0 L | 5,500 ₹3.1 L |
| 9.00 | Material & Labour for Walling of random rubble stone masonary , uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge. | 214.32 | Cum | 3,200 ₹6.9 L | 5,500 ₹11.8 L | 4,900 ₹10.5 L | 5,000 ₹10.7 L |
| 10.00 | Material & Labour for Flush pointing to block in course or ashlar masonry or concrete block walling in Cement Mortar 1:4 complete all as specified and directed by Engineer-in-Charge. | 56.4 | X Sqm | 800 ₹45,120 | 600 ₹33,840 | 300 ₹16,920 | 185 ₹10,434 |
Updated dates
Tender Value
₹29.4 L
EMD Value
₹46,800
Closing Date
5 Mar 2026, 6:00 pmClosed
GE 861 EWS
GE 861 EWS
PROVN OF CERTAIN REVENUE WORKS AGAINST JOB NO 04 REV 1S 2025 26 05 REV 1S 2025 26 UNDER AGE BR P OF GE 861 EWS
2026_MES_751333_1
GE 861 EWS-67(T)/2025-26
Open Tender
Civil Works
180 days
GE 861 EWS
As per NIT
8 documents required · 8 mandatory
₹500
GE 861 EWS
₹46,800
GE 861 EWS
3 Jun 2026
4 Feb 2026
7 Mar 2026
4 Feb 2026
5 Mar 2026
19 Feb 2026
7 Feb 2026
Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and directed by Engineer-in-Charge.
Material & Labour for Hardcore of broken stone or boulders of 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 directed by Engineer-in-Charge.
Material & Labour for 100 mm thick Plain cement concrete 1:4:8 , type D-2, using 40 mm graded stone aggregate as in sub base of flooring complete all as specified and directed by Engineer-in-Charge.
Material and Labour for sand filling under floors for interlocking paver block as in sand cushioning and sand or in foundations including watering and consolidation complete all as specified and as directed by Engineer-in- charge.
Material and labour for coloured machine pressed precast concrete interlocking paver block of any shape and any size confirming to IS 15656 -2006, 60 mm thick , M-35 Grade , laid with grey cement and pigment complete all as specified and directed by Engineer-in-Charge. Note: sand for cushioning shall be measured and paid seperately under appropriate item of Schedule'A' BoQ.
Material & labour for cement concrete 1:2:4, type B-0 using 12.5 mm graded stone aggregate as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates,complete all as specified and as directed by Engineer-in-charge.
Excavation in trenches not exceeding 1.5 meter wide and not exceeding 1.5 meter depth for foundation etc or for shafts , wells, cesspits, manholes , septic tank, for laying of cables , laying of pipes not exceeding 10 Sqm on plan and not exc 1.5 meter depth and getting out in any type of soil such as soft/loose/Hard / Dense soil etc complete all as specified and as directed by Engineer-in- charge.
Material & Labour for Plain cement concrete 1:3:6 , Type C-2, using 40 mm graded stone aggregates as in surface channels and drains complete all as specified and directed by Engineer-in-Charge.
Material & Labour for Walling of random rubble stone masonary , uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge.
Material & Labour for Flush pointing to block in course or ashlar masonry or concrete block walling in Cement Mortar 1:4 complete all as specified and directed by Engineer-in-Charge.
Material & Labour for 450mm bore Reinforced concrete pipes, class NP2, laid and jointed complete with collars complete all as specified and directed by Engineer-in-Charge. Note: Excavation and earth work shall be measured and paid seperately.
Material & Labour for Reinforced cement concrete 1:2:4 (Nominal Mix) Type B-1, using 20mm graded stone aggregates as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed by Engineer-in-Charge.
Material and Labour for TMT steel bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed by Engineer-in- charge.
Returning, filling in and including spreading, leveling, watering & well ramming in layers n.exceeding 25 cm in any type of soil complete all as specified and directed by Engineer-in-Charge.
Removing of excavated materials (any type of soil) to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point in oft/loose soil complete all as specified.
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