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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.3 LAccepted-AOC RAWALPORA WANABAL PATI YAYIL POST OFFICE SANAT NAGAR SRINAGAR 190005 J K | SRINAGAR | JAMMU AND KASHMIR | 190005 | L1 | Accepted-AOC L1 | |
| 2 | L2₹50.6 L+₹9.3 L (22.5%)Rejected-Finance KHREW PULWAMA JAMMU AND KASHMIR 191103 | PULWAMA | PULWAMA | JAMMU AND KASHMIR | 191103 | L2 | Rejected-Finance Other than L1 | |
| 3 | L3₹50.7 L+₹9.4 L (22.8%)Rejected-Finance RAILWAY COLONY NOWGAM SRINAGAR JAMMU AND KASHMIR 190015 | BUDGAM | JAMMU AND KASHMIR | 190015 | L3 | Rejected-Finance Other than L1 | |
| 4 | L4₹52.5 L+₹11.2 L (27.1%)Rejected-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 | L4 | Rejected-Finance Other than L1 | |
| 5 | L5₹54.0 L+₹12.7 L (30.8%)Rejected-Finance | L5 | Rejected-Finance Other than L1 |
Tender Value
₹62.7 L
EMD Value
₹1.2 L
Closing Date
8 Apr 2025, 6:00 pmClosed
Cdr, HQ 134 Wks Engrs
HQ 134 Wks Engrs PIN - 914134 C/o 56 APO
PROVN OF STORM WATER DRAINAGE AT SUP/FOL UNIT, KHUNMOH UNDER GE 861 EWS
2025_MES_701022_1
134WE-133(T)/2024-25
Open Tender
Civil Works - Others
Works
200 days
GE 861 EWS
As per Tender Documents
9 documents required · 9 mandatory
₹1,000
GE 861 EWS
₹1.2 L
3 Jun 2025
11 Mar 2025
10 Apr 2025
11 Mar 2025
8 Apr 2025
23 Mar 2025
11 Mar 2025 - 17 Mar 2025
Amount
Surface dressing n exc 15cm deep in hard/ dense soil, complete all as specified and directed
Removing surplus excavated material to a distance exc 250 mtr but n exc 500mtr and depositing where directed at a level n.exc 1.5 mtr above the starting point in hard/ dense soil, complete all as specified and directed.
Earth work in excavation by mechanical means (Hydraulic excavator) over area (exc 30cm in depth,1.5mtr in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 mtr and lift upto 1.5m in ordinary rock complete all as specified and directed.
Earth work in excavation by mechanical means(Hydraulic excavator) over area (exc1.50cm in depth,but n exc 3.0 mtr in depth, 1.5mtr in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 mtr and lift upto 1.5m in ordinary rock complete all as specified and directed.
Hard core of broken stones of gauge not exc. 63mm, deposited, spread and levelled in layers not exc. 15cm thick, watered and well rammed to a true surface all as specified and directed.
Cement concrete type C-2, (1:3:6) (using 40mm graded crushed stone aggregate) as in foundation filling and mass concrete, complete all as specified and directed.
Reinforcement cement concrete design mix M-25 (using 20mm graded crushed stone aggregate) as in foundation, including rafts,footings,foundation beams,plinth beams bases for column etc basements slab, under reamed piles etc and mass concrete complete all as specified and directed.
Reinforcement cement concrete design mix M-25 (using 20mm graded crushed stone aggregate) as in walls, retaining walls, basement walls, balast walls and the like any thickness, above top of footing including attached pilasters and buttresses complete all as specified and directed.
Form work to edges of concrete flats, treads, breaks in floors, windows cills, concrete railings, openings in concrete walls, floor and roofs n.exc 20cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20 cm wide rough finished surface of concrete, complete all as specified and directed.
Form work to sides of concrete foundation, footings, bases of columns, raft and raft beams sides and soffits (if any) of foundation and plinth beam or similar work vertical or batter etc rough finished surface of concrete complete all as specified and directed
Form work to faces of walls ,retaining walls,abutments parapets and staircase railings and similar work, including attached pillasters, buttresses etc vertical or to batter, rough finished surface of concrete complete all as specified and directed.
TMT steel bars 10 mm 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 not less than 0.9mm dia (annealed) or securing with clips, complete all as specified & directed.
TMT steel bars 6 to 8 mm dia 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 not less than 0.9mm dia (annealed) or securing with clips complete all as specified & directed
PVC (SWR) single socketed in any length with rubber ring joint fixed with wall of size 110mm as in rain water pipe, complete all as specified and directed.
Returning filling in including spreading, levelling, watering and well ramming in layers n exc 25 cm thick complete all as specified and directed.
MS BHAT BROTHERS (BID ID -3278532)
AHMED CONSTRUCTIONS AND INFRA PVT LTD (BID ID -3274690)
M/S A.N CONSTRUCTIONs (BID ID -3277021)
M/S MATOO INFRASTRUCTURES PVT. LTD. (BID ID -3278579)
M/S Ghulam Hassan Lone (BID ID -3276439)
M/S GASSI BROTHERS (BID ID -3273741)
mirco builders (BID ID -3274822)
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