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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.9 LAccepted-AOC | L1 | Accepted-AOC Awarded being lowest bidder as per NIT | |
| 2 | L2₹19.3 L+₹44,451.30 (2.35%)Rejected-Finance 1 AL SHEIKH COMPLEX 1ST FLOOR PEERBAGH CHOWK SRINAGAR PEERBAGH SRINAGAR BUDGAM JAMMU KASHMIR 190014 | BUDGAM | JAMMU AND KASHMIR | 190014 | L2 | Rejected-Finance Rejected being L2 bidder | |
| 3 | L3₹20.0 L+₹1.1 L (5.83%)Rejected-Finance | L3 | Rejected-Finance Rejected being L3 bidder | |
| 4 | L4₹22.5 L+₹3.6 L (19.1%)Rejected-Finance | L4 | Rejected-Finance Rejected being L4 bidder | |
| 5 | L5₹23.4 L+₹4.5 L (23.8%)Rejected-Finance | L5 | Rejected-Finance Rejected being L5 bidder |
Tender Value
₹30 L
EMD Value
₹60,000
Closing Date
30 May 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
CWE, HQ 133 WORKS ENGRS
HQ 133 WORKS ENGRS, C/O 56 APO, PIN- 914133
CWEK/TOKEN-17/969 EWS/2025-26 REPAIR TO PATH AND PCC HARDSTANDING ETC IN ZONE A AND B IN THE AOR OF AGE BR- II UNDER GE 969 EWS JOB NO TPP 2025-26
2025_MES_707606_1
CWEK/TOKEN-17/969 EWS/2025-26
Open Tender
Civil Works
Item Rate
180 days
GE 969 EWS
Class D and above and Category a i
7 documents required · 7 mandatory
₹500
GE 969 EWS
₹60,000
HQ 133 WORKS ENGRS
28 Jul 2025
10 May 2025
9 Jun 2025
10 May 2025
30 May 2025
24 May 2025
10 May 2025 - 14 May 2025
17 May 2025
Amount
Demolition of cement concrete in ground floor and paving n. exc 15 cm thickness (below or above ground level) all as specified.
M&L for hard core of broken stone or boulders of gauge n exc 63 mm, deposited, spread and levelled in layers n exc 15 cm thick, watered and rammed to a true surface complete all as specified and directed.
M&L for 100 mm thick PCC 1:4:8 type D2, (Using 40 mm graded coarse aggregate) as a subbase under floor complete all as specified and directed by Engineer-in-Charge
M&L for 25 mm thick PCC 1.2:4 type B1, (Using 20 mm grade coarse aggregate) as a floor finishes making the surface smooth without using extra cement complete all as specified and directed by Engineer-in-Charge
M&L for sand filling under floor or in foundation including spreading, watering complete all as specified and directed by Engr-in-Charge
M&L for rubber moulded chequered cement concrete tiles 200mm x 200mm x 25 mm thick, machine pressed with grey cement and pigments: set jointed and pointed in neat cement slurry in floors, over and including 15 mm screed bed or bedding layer of cement mortar of 1:6 complete, all as specified and directed
M&L for machine pressed rubber moulded precast concrete interlocking paver block with grey cement no pigment of any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 grade complete all as specified and directed by Engineer-in-Charge
M&L for machine pressed rubber moulded precast concrete interlocking paver block with grey cement no pigment of any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 grade complete all as specified and directed by Engineer-in-Charge
M&L for providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete, all as specified.
S&F in repair 110mm PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches etc all as specified.
M&L for providing, plain cement concrete 1:2:4 type B0 (12.5 mm graded stone aggregate)in lintels upto 1.5m clear span, cills, steps, seismic and other similar bands, plinth courses, parapets and lacing course, parapets and railings, upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not, water troughs and the like including weathering, slightly rounded or chamfered angles and throating as directed including necessary formwork, all as specified.
M&L forming 12mm thick expansion joints filled pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, in 100mm thick concrete slab Grade 'A', all as specified.
M/S Sofi Brothers (BID ID -3309112)
M/S M AAZAM CONSTFRUCTIONS (BID ID -3307731)
MS DUTTA BUILDERS (BID ID -3309224)
M/S NISAR AND CO (BID ID -3309543)
AHMED CONSTRUCTIONS AND INFRA PVT LTD (BID ID -3309628)
M/S MUKHTAR CONSTRUCTION CO (BID ID -3308248)
M/s Mushtaq Ahmad Bhat (BID ID -3309032)
M/S MANZOOR AHMAD YATOO (BID ID -3307694)
m/s mohd rafiq lone (BID ID -3309381)
Javeed And Co (BID ID -3309566)
M/S MAHIR MUNEER (BID ID -3309365)
Concept Engineering & Constructions (BID ID -3307627)
M/s GHULAM MOHD LONE AND CO (BID ID -3305088)
M/s Manmeet Builders (BID ID -3309045)
MS QADRI BUILDERS (BID ID -3309493)
M/S GHULAM MOHIUDDIN RATHER (BID ID -3309324)
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