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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.0 LAdmitted-Finance DHOBI MOHALLA BATMALOO SRINAGAR 190010 J K | SRINAGAR | SRINAGAR | J K | 190010 | ₹15.0 L | L1 | Admitted-Finance |
| 2 | L2₹16.8 L+₹1.8 L (11.9%)Admitted-Finance INDEX NO E 174 HQ 133 WE R O NEW COLONY VIZER WAGOORA BARAMULLA KASHMIR J K 193103 | BARAMULLA | JAMMU AND KASHMIR | 193103 | ₹16.8 L+₹1.8 L (11.9%) | L2 | Admitted-Finance |
| 3 | L3₹17.3 L+₹2.3 L (15.5%)Admitted-Finance | ₹17.3 L+₹2.3 L (15.5%) | L3 | Admitted-Finance |
| 4 | L4₹19.4 L+₹4.4 L (29.7%)Admitted-Finance IKHRAJ PORA JAWAHAR NAGAR SRINAGAR KASHMIR | SRINAGAR | JAMMU AND KASHMIR | ₹19.4 L+₹4.4 L (29.7%) | L4 | Admitted-Finance |
| 5 | L5₹19.5 L+₹4.5 L (30.0%)Admitted-Finance | ₹19.5 L+₹4.5 L (30.0%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S ASHRAF CONSTRUCTIONS L1 | M/S SK ATLANTIC ENTERPRISES L4 | M/S MUSHTAQ AHMAD BHAT L2 | Concept Engineering & Constructions L5 | M/S ABDUL KARIM RATHER L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface dressing n exc 15 cm deep in soft and loose soil complete all as specified and directed. | 725 | Sqm | 20 ₹14,500 Lowest | 20 ₹14,500 Lowest | 140 ₹1,01,500 | 75 ₹54,375 | 50 ₹36,250 |
| 2.00 | Excavating in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation etc, laying of pipes, cables, poles, stay or for shaft, wells, cesspits, manholes, pier holes etc not exceeding 10 sqm on plan and getting out in hard and dense soil, all as specified & directed by Engineer-in-Charge. | 11.5 | Cum | 200 ₹2,300 | 150 ₹1,725 | 120 ₹1,380 Lowest | 200 ₹2,300 | 200 ₹2,300 |
| 3.00 | Excavating in post holes (or similar holes) in hard and dense soil, each not exc 0.5 Cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around in layers n.exc 25 cm, watering, and removing surplus soil to a distance n.exc 50 Mtr and making good surface complete all as specified & directed by Engineer-in-charge. | 20 | Each | 200 ₹4,000 Lowest | 200 ₹4,000 Lowest | 1,000 ₹20,000 | 250 ₹5,000 | 200 ₹4,000 Lowest |
| 4.00 | Returning , filling in including spreading , levelling, watering and well ramming in layers not exec 25cm of soft/loose soil complete all as specified | 2.5 | Cum | 20 ₹50 Lowest | 100 ₹250 | 60 ₹150 | 100 ₹250 | 50 ₹125 |
| 5.00 | Removing excavated soil to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point back of retaing wall complete all as specified & directed by Engineer-in-Charge. | 9 | Cum | 30 ₹270 Lowest | 150 ₹1,350 | 60 ₹540 | 200 ₹1,800 | 50 ₹450 |
| 6.00 | Demolition of cement concrete unreinforced in ground floor or pavings not exceeding 15cm thickness (below or above ground level) and removal unserviceable materials, debris and rubbish to a distance not exceeding 100m all as specified & directed by Engineer-in-charge. | 5 | Cum | 100 ₹500 Lowest | 100 ₹500 Lowest | 100 ₹500 Lowest | 300 ₹1,500 | 200 ₹1,000 |
| 7.00 | Demolition of brick work, stone/ boulder masonry and built in cement mortar including all quoins arches, pillars etc but excluding ashlar facings, dressed stone work and precast concrete articles all as specified & directed by Engineer-in-charge. | 4 | Cum | 100 ₹400 Lowest | 100 ₹400 Lowest | 100 ₹400 Lowest | 500 ₹2,000 | 200 ₹800 |
| 8.00 | M&L for plain cement concrete 1:3:6, nominal mix, type C-2, using 40mm graded mechanically crushed stone aggregate as in foundation, filling and mass concrete, all as specified & directed. | 1.5 | Cum | 3,800 ₹5,700 | 5,500 ₹8,250 | 3,500 ₹5,250 Lowest | 6,500 ₹9,750 | 4,500 ₹6,750 |
| 9.00 | M&L for plain cement concrete 1:4:8, nominal mix, type D-2 using 40 mm graded stone aggregate as in foundation, filling and mass concrete, all as specified & directed. | 1.25 | Cum | 3,600 ₹4,500 | 4,500 ₹5,625 | 3,500 ₹4,375 Lowest | 6,500 ₹8,125 | 4,500 ₹5,625 |
| 10.00 | M&L for brick work with sub class ‘B’ bricks of class designation 7.5 all as per IS-1077-1992 (minimum compressive strength of brick 75 kg / Sqcm) old size bricks, straight or curved on plan exc 6 metre mean radius built in cement mortar 1:6 complete all as specified & directed. | 7 | Cum | 8,499 ₹59,493 Lowest | 10,500 ₹73,500 | 9,000 ₹63,000 | 10,000 ₹70,000 | 9,000 ₹63,000 |
Tender Value
₹23.5 L
EMD Value
₹47,000
Closing Date
22 Aug 2025, 6:00 pmClosed
CWE, HQ 133 WORKS ENGRS
HQ 133 WORKS ENGRS, C/O 56 APO, PIN- 914133
CWEK/TOKEN-49/874 EWS/2025-26- SPL REPAIR TO HARDSTANDING -APPROX 725 SQM- IN THE AOR OF AGE B/R-III UNDER GE 874 EWS, JOB NO- W/SR -RDS-I/ZANGLI/2025-26
2025_MES_723899_1
CWEK/TOKEN-49/874 EWS/2025-26
Open Tender
Civil Works
Item Rate
180 days
GE 874 EWS
Class E and above and category a i
7 documents required · 7 mandatory
₹500
Yes
GE 874 EWS
₹47,000
HQ 133 WORKS ENGRS
12 Sept 2025
1 Aug 2025
30 Aug 2025
1 Aug 2025
22 Aug 2025
16 Aug 2025
1 Aug 2025 - 7 Aug 2025
9 Aug 2025
Amount
Surface dressing n exc 15 cm deep in soft and loose soil complete all as specified and directed.
Excavating in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation etc, laying of pipes, cables, poles, stay or for shaft, wells, cesspits, manholes, pier holes etc not exceeding 10 sqm on plan and getting out in hard and dense soil, all as specified & directed by Engineer-in-Charge.
Excavating in post holes (or similar holes) in hard and dense soil, each not exc 0.5 Cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around in layers n.exc 25 cm, watering, and removing surplus soil to a distance n.exc 50 Mtr and making good surface complete all as specified & directed by Engineer-in-charge.
Returning , filling in including spreading , levelling, watering and well ramming in layers not exec 25cm of soft/loose soil complete all as specified
Removing excavated soil to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point back of retaing wall complete all as specified & directed by Engineer-in-Charge.
Demolition of cement concrete unreinforced in ground floor or pavings not exceeding 15cm thickness (below or above ground level) and removal unserviceable materials, debris and rubbish to a distance not exceeding 100m all as specified & directed by Engineer-in-charge.
Demolition of brick work, stone/ boulder masonry and built in cement mortar including all quoins arches, pillars etc but excluding ashlar facings, dressed stone work and precast concrete articles all as specified & directed by Engineer-in-charge.
M&L for plain cement concrete 1:3:6, nominal mix, type C-2, using 40mm graded mechanically crushed stone aggregate as in foundation, filling and mass concrete, all as specified & directed.
M&L for plain cement concrete 1:4:8, nominal mix, type D-2 using 40 mm graded stone aggregate as in foundation, filling and mass concrete, all as specified & directed.
M&L for brick work with sub class ‘B’ bricks of class designation 7.5 all as per IS-1077-1992 (minimum compressive strength of brick 75 kg / Sqcm) old size bricks, straight or curved on plan exc 6 metre mean radius built in cement mortar 1:6 complete all as specified & directed.
M&L for rendering 15mm thick plaster in cement mortar 1:4 mixed on fair faces of brick wall or on concrete surfaces and finishing the surface even and smooth without using extra cement all as specified and directed by Engineer-in-charge.
M&L for plain cement concrete 1:2:4 type B-1 using 20 mm graded stone aggregate cast in situ in lintels up to 1.5 m clear span, cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings up to 60 cm in height, copings, kneelers, apex stones, bed plates, water through and the like including weathering, slightly rounded or chamfered angles and throating including use of form work (straigth or curved) complete all as specified & directed by Engineer-in-charge. - Note:- (i) The unit rate include for use of form work (straight or curved). (ii) Reinforcement if any shall be measured and paid separately.
Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc complete all as specified & directed by Engineer-in-charge.
M&L hard core of broken stone or boulder of gauge n.exc. 63mm, deposited, spread and leveled in layers n.exc. 15cm thick, watered and rammed to a true surface complete all as specified & directed.
M&L for 100mm thick PCC 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) as in flooring, finished even and fair complete all as specified and directed.
M&L for providing and fixing stainless steel (Grade 304) railing made of hollow tubes, channels, plates, etc., including welding, grinding, buffing, polishing, and forming curvature wherever required, and fixing the same using stainless steel nuts, bolts, dash fasteners, and necessary accessories of required size, on top of the floor or side of the waist slab with suitable arrangements, complete all as specified. Note: (i) The design of the baluster shall be as approved by the Engineer-in-Charge. (ii) For payment purpose only weight of stainless steel member shall be considered excluding fixing accessories such as nut, bolt, and fastners etc.
Providing and laying heavy-duty exterior-grade not less than 10 mm thick vitirified porcelain, textured finish coloured tiles of size 300x300 mm or 400x400 mm (as applicable), conforming to IS- 15622 set and jointed in neat cement slurry on floor, and pointed in coloured cement to match the tiles, over and including 15 mm thick screed bed or bedding layer in cement mortar 1:6, complete all as specified and as directed.
M/S MUSHTAQ AHMAD BHAT (BID ID -3401428)
M/S ABDUL KARIM RATHER (BID ID -3399959)
M/S SK ATLANTIC ENTERPRISES (BID ID -3402611)
Concept Engineering & Constructions (BID ID -3402340)
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