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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.7 LAdmitted-Finance | ₹9.7 L | L1 | Admitted-Finance |
| 2 | L2₹9.9 LAdmitted-Finance R O KHREW TEH PAMPORE DISTT PULWAMA PIN 191103 J K | PULWAMA | JAMMU AND KASHMIR | 191103 | ₹9.9 L | L2 | Admitted-Finance |
| 3 | L3₹10.3 LAdmitted-Finance KHUNMOH SRINAGAR PIN 191104 J K | SRINAGAR | SRINAGAR | J K | 191104 | ₹10.3 L | L3 | Admitted-Finance |
| 4 | L4₹10.4 LAdmitted-Finance | ₹10.4 L | L4 | Admitted-Finance |
| 5 | L5₹10.8 LAdmitted-Finance BALSOO KULGAM ANANTHNAG JAMMU KASHMIR 192232 UDYAM JK 11 0004326 | KULGAM | JAMMU AND KASHMIR | 192232 | ₹10.8 L | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S SHEIKH FEROOZ AHMAD L2 | M/S HAFIZ AND SONS L3 | M/S SHEIKH CONSTRUCTION CO L5 | M/S MUHIBULFUKARA ENTERPRISES L4 | M/S BILAL AHMAD BHAT L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition cement concrete (unreinforced) in ground floor and pavings not exceeding 15cm thickness below or above ground level with and including removing rubbish material from building and thrown in low lying empty area complete all as specified and directed by Engineer-in-charge. | 6.08 | Cum | 250 ₹1,520 | 300 ₹1,824 | 70 ₹425.60 | 60 ₹364.80 | 50 ₹304 |
| 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 Soft/ Loose soil complete all as specified and as directed by Engineer-in- charge. | 32.88 | Cum | 250 ₹8,220 | 280 ₹9,206.40 | 180 ₹5,918.40 | 200 ₹6,576 | 190 ₹6,247.20 |
| 3.00 | Material & Labour for Hardcore of broken stone or boulders ,gauge exceeding 63mm but not exceeding 100 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. | 4.32 | Cum | 1,000 ₹4,320 | 1,600 ₹6,912 | 650 ₹2,808 | 610 ₹2,635.20 | 600 ₹2,592 |
| 4.00 | Material and labour for Cement Concrete 1:4:8 , Type D-2 using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and as directed by Engineer-in-charge. | 2.58 | Cum | 3,000 ₹7,740 | 3,200 ₹8,256 | 3,500 ₹9,030 | 3,110 ₹8,023.80 | 3,000 ₹7,740 |
| 5.00 | Material and labour for RCC M-25 (Design mix) using 20 mm graded stone aggregates 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 : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule. | 4.09 | Cum | 9,000 ₹36,810 | 9,300 ₹38,037 | 8,000 ₹32,720 | 7,560 ₹30,920.40 | 7,500 ₹30,675 |
| 6.00 | Material and labour for RCC M-25 (Design mix) using 20 mm graded stone aggregates as in columns, pillars, piers, posts and struts complete all as specified and as directed by Engineer-in-charge.
NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule. | 2.49 | Cum | 9,000 ₹22,410 | 9,500 ₹23,655 | 8,000 ₹19,920 | 7,560 ₹18,824.40 | 7,500 ₹18,675 |
| 7.00 | Material and labour for RCC M-25 (Design mix) using 20 mm graded stone aggregates as in beams, cantilevers, bressummers, lintels over 1.5 m span and the like etc complete all as specified and as directed by Engineer-in-charge.
NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule. | 2.21 | Cum | 9,000 ₹19,890 | 9,200 ₹20,332 | 7,900 ₹17,459 | 7,560 ₹16,707.60 | 7,500 ₹16,575 |
| 8.00 | Material and labour for RCC M-25 (Design mix) using 20mm graded stone aggregate as in slabs supported on walls, beams and columns in floors,roofs, landings, balconies,canopies, deck slabs and in shelves and the like and in chajja etc complete all as specified and as directed by Engineer-in-charge.
NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule. | 0.22 | Cum | 9,000 ₹1,980 | 9,100 ₹2,002 | 7,900 ₹1,738 | 7,600 ₹1,672 | 7,500 ₹1,650 |
| 9.00 | Material and labour for mild steel TMT bars 10mm dia and over cut to length bent to shape, required including cranking, bending spirally for hoping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia including making of rungs, handles etc complete all as specified and as directed by Engineer-in-charge. (NOTE : Weight of binding wire shall not be considered for measurement and payment purpose.) | 720.27 | Kg | 110 ₹79,229.70 | 115 ₹82,831.05 | 95 ₹68,425.65 | 92 ₹66,264.84 | 90 ₹64,824.30 |
| 10.00 | Material and labour for Mild steel TMT bars 5 mm dia and over upto and including 10 mm dia in stirrups, spacers and binders etc. 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 directed by Engineer-in-charge.(NOTE : Weight of binding wire shall not be considered for measurement and payment purpose.) | 203.68 | Kg | 115 ₹23,423.20 | 120 ₹24,441.60 | 100 ₹20,368 | 92 ₹18,738.56 | 89 ₹18,127.52 |
Updated dates
Tender Value
₹10.4 L
EMD Value
₹21,000
Closing Date
23 Apr 2026, 6:00 pmClosed
GE 861 EWS
GE 861 EWS
PROVISION OF SIX TOILET WITH COMPLETE ELECTRICAL FITTING, ONE SOAKAGE PIT AND ONE SEWAGE PIT AGAINST JOB NO 06 REV WK HQ 2 SECT RR 2025-26 UNDER AGE B R (P) OF GE 861 EWS
2026_MES_757945_1
GE 861 EWS-82(T)/2025-26
Open Tender
Civil Works
180 days
GE 861 EWS
As per NIT
8 documents required · 8 mandatory
₹500
GE 861 EWS
₹21,000
GE 861 EWS
1 Jun 2026
26 Mar 2026
27 Apr 2026
26 Mar 2026
23 Apr 2026
10 Apr 2026
31 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
Demolition cement concrete (unreinforced) in ground floor and pavings not exceeding 15cm thickness below or above ground level with and including removing rubbish material from building and thrown in low lying empty area complete all as specified and directed by Engineer-in-charge. | - | Cum | - | - | |
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. | - | Cum | - | - | |
Material & Labour for Hardcore of broken stone or boulders ,gauge exceeding 63mm but not exceeding 100 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. | - | Cum | - | - | |
Material and labour for Cement Concrete 1:4:8 , Type D-2 using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and as directed by Engineer-in-charge. | - | Cum | - | - | |
Material and labour for RCC M-25 (Design mix) using 20 mm graded stone aggregates 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 : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule. | - | Cum | - | - | |
Material and labour for RCC M-25 (Design mix) using 20 mm graded stone aggregates as in columns, pillars, piers, posts and struts complete all as specified and as directed by Engineer-in-charge.
NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule. | - | Cum | - | - | |
Material and labour for RCC M-25 (Design mix) using 20 mm graded stone aggregates as in beams, cantilevers, bressummers, lintels over 1.5 m span and the like etc complete all as specified and as directed by Engineer-in-charge.
NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule. | - | Cum | - | - | |
Material and labour for RCC M-25 (Design mix) using 20mm graded stone aggregate as in slabs supported on walls, beams and columns in floors,roofs, landings, balconies,canopies, deck slabs and in shelves and the like and in chajja etc complete all as specified and as directed by Engineer-in-charge.
NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule. | - | Cum | - | - | |
Material and labour for mild steel TMT bars 10mm dia and over cut to length bent to shape, required including cranking, bending spirally for hoping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia including making of rungs, handles etc complete all as specified and as directed by Engineer-in-charge. (NOTE : Weight of binding wire shall not be considered for measurement and payment purpose.) | - | Kg | - | - | |
Material and labour for Mild steel TMT bars 5 mm dia and over upto and including 10 mm dia in stirrups, spacers and binders etc. 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 directed by Engineer-in-charge.(NOTE : Weight of binding wire shall not be considered for measurement and payment purpose.) | - | Kg | - | - |
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