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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.5 LAdmitted-Finance | ₹29.5 L | L1 | Admitted-Finance |
| 2 | L2₹31.6 L+₹2.0 L (6.90%)Admitted-Finance | ₹31.6 L+₹2.0 L (6.90%) | L2 | Admitted-Finance |
| 3 | L3₹32.3 L+₹2.8 L (9.39%)Admitted-Finance | ₹32.3 L+₹2.8 L (9.39%) | L3 | Admitted-Finance |
| 4 | L4₹32.7 L+₹3.2 L (10.8%)Admitted-Finance C O S 1 ESS GEE COMPLEX NEAR J K BANK SONAWAR BAZAR B B CANTT SRINAGAR 190004 J K | SRINAGAR | SRINAGAR | JAMMU AND KASHMIR | 190004 | ₹32.7 L+₹3.2 L (10.8%) | L4 | Admitted-Finance |
| 5 | L5₹32.9 L+₹3.3 L (11.3%)Admitted-Finance | ₹32.9 L+₹3.3 L (11.3%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S SHEIKH FEROOZ AHMAD L6 | BHAT CONSTRUCTION AND BUILDERS L2 | JANDOO AND CO L7 | M/S BILAL AHMAD BHAT L1 | M/S A.N CONSTRUCTIONs L4 | M/S SHAH RAOUF L9 | M/s J.S Enterprises L8 | M/S TANTRAY AND CO L3 | M/S MATOO INFRASTRUCTURES PVT. LTD. L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 any type of soil complete all as specified and as directed by Engineer-in- charge. | 1,008 | Cum | 225 ₹2,26,800 | 211 ₹2,12,688 | 260 ₹2,62,080 | 240 ₹2,41,920 | 150 ₹1,51,200 | 400 ₹4,03,200 | 390 ₹3,93,120 | 70 ₹70,560 Lowest | 240 ₹2,41,920 |
| 2.00 | Material & Labour for PCC 1:4:8 , Type D2 , using 40mm graded stone aggregates as in foundation fillings & mass concrete complete all as specified and as directed by Engineer-in- charge. | 170 | Cum | 2,990 ₹5,08,300 | 4,133 ₹7,02,610 | 3,000 ₹5,10,000 | 3,400 ₹5,78,000 | 2,900 ₹4,93,000 Lowest | 4,800 ₹8,16,000 | 5,000 ₹8,50,000 | 5,400 ₹9,18,000 | 4,300 ₹7,31,000 |
| 3.00 | Material & Labour for Walling of random rubble stone , uncoursed , well bonded,bedded and solidly hearted built in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge. | 375 | Cum | 5,800 ₹21,75,000 | 4,777 ₹17,91,375 | 5,800 ₹21,75,000 | 4,550 ₹17,06,250 | 5,750 ₹21,56,250 | 4,250 ₹15,93,750 | 4,200 ₹15,75,000 Lowest | 4,600 ₹17,25,000 | 4,850 ₹18,18,750 |
| 4.00 | 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 as directed by Engineer -in- charge. | 99 | Ten Sqm | 1,000 ₹99,000 | 1,111 ₹1,09,989 | 900 ₹89,100 | 800 ₹79,200 | 1,400 ₹1,38,600 | 600 ₹59,400 | 550 ₹54,450 Lowest | 1,500 ₹1,48,500 | 850 ₹84,150 |
| 5.00 | Material & Labour for PCC 1:2:4 type B1 using 20 mm graded stone aggregates as in lintel upto 1.5m clear span, cills, steps; seismic and other similar bends, plinth courses, string courses, lacing courses, parapets and railing upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs and thelikeincluding weathering, slightly rounded or chamfered angles and throating complete all as specified and as directed by Engineer-in-Charge. | 38.1 | Cum | 6,000 ₹2,28,600 | 4,111 ₹1,56,629.1 Lowest | 5,800 ₹2,20,980 | 6,000 ₹2,28,600 | 5,800 ₹2,20,980 | 8,200 ₹3,12,420 | 8,500 ₹3,23,850 | 5,700 ₹2,17,170 | 4,900 ₹1,86,690 |
| 6.00 | Material & Labour for PCC 1:3:6 , Type C2 , using 40mm graded stone aggregates as in as in surface channels and drain concrete complete all as specified and directed by Engineer-in-Charge. | 13 | Cum | 4,000 ₹52,000 | 3,711 ₹48,243 Lowest | 4,800 ₹62,400 | 5,000 ₹65,000 | 4,000 ₹52,000 | 5,900 ₹76,700 | 4,500 ₹58,500 | 5,000 ₹65,000 | 4,400 ₹57,200 |
| 7.00 | Supply and fixing PVC (SWR) 110 mm bore pipes single socketed ,Type-B (ISI Marked ) fixing with using adhesive, in any length laid in trenches or in floors complete all as specified and directed by Engineer-in-Charge.
Note: Excavation and earth work shall be measured and paid seperately under appropriate items of Schedule of BoQ. | 13 | RM | 350 ₹4,550 | 233 ₹3,029 | 300 ₹3,900 | 200 ₹2,600 Lowest | 300 ₹3,900 | 350 ₹4,550 | 320 ₹4,160 | 400 ₹5,200 | 500 ₹6,500 |
| 8.00 | Returning filling in, approved soft/loose soil, 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. . | 279 | Cum | 50 ₹13,950 Lowest | 211 ₹58,869 | 50 ₹13,950 Lowest | 50 ₹13,950 Lowest | 70 ₹19,530 | 98 ₹27,342 | 101 ₹28,179 | 90 ₹25,110 | 130 ₹36,270 |
| 9.00 | 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. | 729 | Cum | 50 ₹36,450 Lowest | 99 ₹72,171 | 60 ₹43,740 | 50 ₹36,450 Lowest | 50 ₹36,450 Lowest | 215 ₹1,56,735 | 220 ₹1,60,380 | 75 ₹54,675 | 170 ₹1,23,930 |
| 45.00Note:- The contract sum shall be calculated by deducting the amount shown in Credit Schedule attached to this tender from total amount of Schedule 'A'/BOQ | ||||||||||||
Tender Value
₹38.8 L
EMD Value
₹77,700
Closing Date
18 Jun 2026, 6:00 pmClosed
GE 861 EWS
GE 861 EWS
PROVN OF 1000 MTR DRAINAGE LINE AGAINST JOB NO 02 REV VF 2026 27 UNDER GE 861 EWS
2026_MES_766784_1
GE 861 EWS-08(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
₹77,700
Yes
GE 861 EWS
2 Jul 2026
21 May 2026
20 Jun 2026
21 May 2026
18 Jun 2026
4 Jun 2026
25 May 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 any type of soil complete all as specified and as directed by Engineer-in- charge. | 1,008 | Cum | - | - |
| 2 | Material & Labour for PCC 1:4:8 , Type D2 , using 40mm graded stone aggregates as in foundation fillings & mass concrete complete all as specified and as directed by Engineer-in- charge. | 170 | Cum | - | - |
| 3 | Material & Labour for Walling of random rubble stone , uncoursed , well bonded,bedded and solidly hearted built in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge. | 375 | Cum | - | - |
| 4 | 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 as directed by Engineer -in- charge. | 99 | Ten Sqm | - | - |
| 5 | Material & Labour for PCC 1:2:4 type B1 using 20 mm graded stone aggregates as in lintel upto 1.5m clear span, cills, steps; seismic and other similar bends, plinth courses, string courses, lacing courses, parapets and railing upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs and thelikeincluding weathering, slightly rounded or chamfered angles and throating complete all as specified and as directed by Engineer-in-Charge. | 38.1 | Cum | - | - |
| 6 | Material & Labour for PCC 1:3:6 , Type C2 , using 40mm graded stone aggregates as in as in surface channels and drain concrete complete all as specified and directed by Engineer-in-Charge. | 13 | Cum | - | - |
| 7 | Supply and fixing PVC (SWR) 110 mm bore pipes single socketed ,Type-B (ISI Marked ) fixing with using adhesive, in any length laid in trenches or in floors complete all as specified and directed by Engineer-in-Charge.
Note: Excavation and earth work shall be measured and paid seperately under appropriate items of Schedule of BoQ. | 13 | RM | - | - |
| 8 | Returning filling in, approved soft/loose soil, 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. . | 279 | Cum | - | - |
| 9 | 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. | 729 | Cum | - | - |
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