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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.9 LAdmitted-Finance | ₹13.9 L | L1 | Admitted-Finance |
| 2 | L2₹17.5 LAdmitted-Finance R O KHREW TEH PAMPORE DISTT PULWAMA PIN 191103 J K | PULWAMA | JAMMU AND KASHMIR | 191103 | ₹17.5 L | L2 | Admitted-Finance |
| 3 | L3₹18.8 LAdmitted-Finance KHUNMOH SRINAGAR PIN 191104 J K | SRINAGAR | SRINAGAR | J K | 191104 | ₹18.8 L | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical Since firm is not enlisted in appropriate category b (i) |
| Sl No | Description | Qty | Unit | M/S SHEIKH FEROOZ AHMAD L2 | M/S HAFIZ AND SONS L3 | M/s J.S Enterprises L1 |
|---|---|---|---|---|---|---|
| 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. | 220.89 | Cum | 180 ₹39,760.2 Lowest | 210 ₹46,386.9 | 370 ₹81,729.3 |
| 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 hard/dense soil complete all as specified and as directed by Engineer-in- charge. | 20 | Cum | 230 ₹4,600 Lowest | 260 ₹5,200 | 650 ₹13,000 |
| 3.00 | Returning, filling in, 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. | 205 | Cum | 100 ₹20,500 | 80 ₹16,400 Lowest | 120 ₹24,600 |
| 4.00 | 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. | 36 | Cum | 100 ₹3,600 | 80 ₹2,880 Lowest | 320 ₹11,520 |
| 5.00 | Material and Labour sand cushioning, with dry and clean fine river sand for underground cable 8 cm before laying cable and 15 cm after laying and punned to 18 cm after laying of cable complete all as spefied and as directed by Engineer-in-Charge.
(Note:- Punned thickness shall be considered for payment purpose) | 68.04 | Cum | 600 ₹40,824 Lowest | 700 ₹47,628 | 1,900 ₹1,29,276 |
| 6.00 | Supply and laying Best quality, locally available, sub class ‘B’ burnt clay bricks (Old Size) for cable protection cover, laid flat and dry in trenches over the cable , perpendicular to the direction of cable complete all as specified and as directed by Engineer-in-Charge. | 10 | Per 1000 nos | 5,000 ₹50,000 | 5,500 ₹55,000 | 3,250 ₹32,500 Lowest |
| 7.00 | 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. | 0.27 | Cum | 2,500 ₹675 Lowest | 3,500 ₹945 | 5,120 ₹1,382.4 |
| 8.00 | Material & Labour for PCC 1:3:6 , Type C2 , using 40mm graded stone aggregates using 40mm graded stone aggregates as in foundations, filling and mass concrete complete all as specified and directed by Engineer-in-Charge. | 1.62 | Cum | 4,000 ₹6,480 Lowest | 4,500 ₹7,290 | 5,560 ₹9,007.2 |
| 9.00 | 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. | 0.32 | Cum | 5,000 ₹1,600 Lowest | 5,000 ₹1,600 Lowest | 8,100 ₹2,592 |
| 10.00 | Supply and laying or fixing or laid in trenches/ ducts/ through pipes/ in floors / under roads/ hard standing /along poles and testing LT cable XLPE, PVC insulated screened, bedded, galvanised steel strip or wire armourd cable (heavy duty) 1100 volt grade with aluminium conductor having cross sectional area 35 Sqmm 3.50 core conforming to IS-7098 (Part-I -1988) complete all as specified and as directed by Engineer-in-Charge. (Excavation and earth work, sand cushioning & GI pipe shall be measured and paid for separately) | 180 | RM | 280 ₹50,400 | 320 ₹57,600 | 240 ₹43,200 Lowest |
Tender Value
₹15 L
EMD Value
₹30,000
Closing Date
22 Jun 2026, 6:00 pmClosed
GE 861 EWS
GE 861 EWS
REPAIR MAINT OF EXTERNAL ELECTRIC LT DISTRIBUTION SYSTEM AT KHUNDRU UNDER GE 861 EWS
2026_MES_766742_1
GE 861 EWS-04(T)/2026-27
Open Tender
Electrical and Maintenance Works
Item Rate
180 days
GE 861 EWS
As per NIT
9 documents required · 9 mandatory
₹500
Yes
₹30,000
GE 861 EWS
23 Jul 2026
20 May 2026
24 Jun 2026
20 May 2026
22 Jun 2026
3 Jun 2026
23 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 Soft/ Loose soil complete all as specified and as directed by Engineer-in- charge. | 220.89 | 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 hard/dense soil complete all as specified and as directed by Engineer-in- charge. | 20 | Cum | - | - |
| 3 | Returning, filling in, 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. | 205 | Cum | - | - |
| 4 | 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. | 36 | Cum | - | - |
| 5 | Material and Labour sand cushioning, with dry and clean fine river sand for underground cable 8 cm before laying cable and 15 cm after laying and punned to 18 cm after laying of cable complete all as spefied and as directed by Engineer-in-Charge.
(Note:- Punned thickness shall be considered for payment purpose) | 68.04 | Cum | - | - |
| 6 | Supply and laying Best quality, locally available, sub class ‘B’ burnt clay bricks (Old Size) for cable protection cover, laid flat and dry in trenches over the cable , perpendicular to the direction of cable complete all as specified and as directed by Engineer-in-Charge. | 10 | Per 1000 nos | - | - |
| 7 | 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. | 0.27 | Cum | - | - |
| 8 | Material & Labour for PCC 1:3:6 , Type C2 , using 40mm graded stone aggregates using 40mm graded stone aggregates as in foundations, filling and mass concrete complete all as specified and directed by Engineer-in-Charge. | 1.62 | Cum | - | - |
| 9 | 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. | 0.32 | Cum | - | - |
| 10 | Supply and laying or fixing or laid in trenches/ ducts/ through pipes/ in floors / under roads/ hard standing /along poles and testing LT cable XLPE, PVC insulated screened, bedded, galvanised steel strip or wire armourd cable (heavy duty) 1100 volt grade with aluminium conductor having cross sectional area 35 Sqmm 3.50 core conforming to IS-7098 (Part-I -1988) complete all as specified and as directed by Engineer-in-Charge. (Excavation and earth work, sand cushioning & GI pipe shall be measured and paid for separately) | 180 | RM | - | - |
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