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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 | L-1₹12.7 LAccepted-AOC | L-1 | Accepted-AOC Being L-1. | |
| 2 | L-2₹13.2 L+₹26,597.50 (2.05%)Rejected-Finance KHUNMOH SRINAGAR PIN 191104 J K | SRINAGAR | SRINAGAR | J K | 191104 | L-2 | Rejected-Finance Being not L-1 | |
| 3 | L-3₹16.9 L+₹3.9 L (30.2%)Rejected-Finance | L-3 | Rejected-Finance Being not L-1 | |
| 4 | L-4₹19.7 L+₹6.7 L (51.5%)Rejected-Finance | L-4 | Rejected-Finance Being not L-1 |
| Sl No | Description | Qty | Unit | M/S HAFIZ AND SONS L2 | M/S U.K. ENTERPRISES L1 | M/s Haji Mohd Sultan Sofi L3 | M/S MATOO INFRASTRUCTURES PVT. LTD. L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of cement concrete in ground floors and pavings n.exe 15 cm thick below or above GL complete all as specified and directed by Engineer-in-Charge. | 40 | Cum | 50 ₹2,000 Lowest | 60 ₹2,400 | 100 ₹4,000 | 50 ₹2,000 Lowest |
| 2.00 | Demolition of brick or stone masonry built in cement mortar including all necessary arches, quoins, pillars etc but excluding ashlar facings, dressed stone work and precast concrete artilces complete all as specified and directed by Engineer-in-Charge. | 8 | Cum | 50 ₹400 | 40 ₹320 Lowest | 100 ₹800 | 100 ₹800 |
| 3.00 | Demolition of reinforced cement concrete of any description (reinforcement cut as required to facilitate demolition ) complete all as specified and directed by Engineer-in-Charge. | 8 | Cum | 50 ₹400 Lowest | 60 ₹480 | 100 ₹800 | 100 ₹800 |
| 4.00 | M&L for squared rubble walling, brought upto courses, well bounded, bedded and solidly hearted, built in cement mortar (1:6) complete all as specified and directed by Engineer-in-Charge. | 2 | Cum | 1,000 ₹2,000 Lowest | 2,400 ₹4,800 | 3,500 ₹7,000 | 4,500 ₹9,000 |
| 5.00 | All as per the description of item No 04 here-in-above but except stones complete all as specified and directed by Engineer-in-Charge. | 2 | Cum | 800 ₹1,600 Lowest | 900 ₹1,800 | 3,500 ₹7,000 | 4,500 ₹9,000 |
| 6.00 | M&L for for flush pointing to random rubble masonry in cement mortar 1:3 complete all as specified and directed by Engineer-in-Charge. | 8 | 10 Sqm | 500 ₹4,000 | 350 ₹2,800 Lowest | 350 ₹2,800 Lowest | 500 ₹4,000 |
| 7.00 | Taking down cement plaster on brick or concrete surfaces including raking out joints, hacking for key scrubbing down with water etc. complete all as specified and directed by Engineer-in-Charge. | 300 | Sqm | 10 ₹3,000 | 3 ₹900 Lowest | 3 ₹900 Lowest | 10 ₹3,000 |
| 8.00 | M&L for brick work with sub class ‘B’ bricks straight or curved on plan exceeding 6m mean radius in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge. | 10 | Cum | 2,500 ₹25,000 Lowest | 4,500 ₹45,000 | 5,500 ₹55,000 | 4,200 ₹42,000 |
| 9.00 | All as per the description of item No 08 here-in-above but except bricks complete all as specified and directed by Engineer-in-Charge. | 2 | Cum | 500 ₹1,000 Lowest | 1,200 ₹2,400 | 5,500 ₹11,000 | 5,000 ₹10,000 |
| 10.00 | M&L for 15mm thick rendering on fair faces of brick work or concrete surfaces in cement mortar 1:4 finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge. | 150 | Sqm | 120 ₹18,000 Lowest | 160 ₹24,000 | 300 ₹45,000 | 190 ₹28,500 |
Tender Value
₹25 L
EMD Value
₹50,000
Closing Date
12 Jul 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
GE 861 EWS
GE 861 EWS c/o 56 APO
REPAIR TO DRAINS PCC PATH FENCING HARDSTANDING AND OTHER B/R WORKS AT KHUNMOH GARRISON UNDER GE 861 EWS
2025_MES_713406_1
GE 861 EWS-20 (T)/2025-26
Open Tender
Civil Works
Item Rate
180 days
GE 861 EWS
As per Tender Documents
7 documents required · 7 mandatory
₹500
Yes
GE 861 EWS
₹50,000
Yes
19 Sept 2025
10 Jun 2025
19 Jul 2025
10 Jun 2025
12 Jul 2025
28 Jun 2025
Amount
Demolition of cement concrete in ground floors and pavings n.exe 15 cm thick below or above GL complete all as specified and directed by Engineer-in-Charge.
Demolition of brick or stone masonry built in cement mortar including all necessary arches, quoins, pillars etc but excluding ashlar facings, dressed stone work and precast concrete artilces complete all as specified and directed by Engineer-in-Charge.
Demolition of reinforced cement concrete of any description (reinforcement cut as required to facilitate demolition ) complete all as specified and directed by Engineer-in-Charge.
M&L for squared rubble walling, brought upto courses, well bounded, bedded and solidly hearted, built in cement mortar (1:6) complete all as specified and directed by Engineer-in-Charge.
All as per the description of item No 04 here-in-above but except stones complete all as specified and directed by Engineer-in-Charge.
M&L for for flush pointing to random rubble masonry in cement mortar 1:3 complete all as specified and directed by Engineer-in-Charge.
Taking down cement plaster on brick or concrete surfaces including raking out joints, hacking for key scrubbing down with water etc. complete all as specified and directed by Engineer-in-Charge.
M&L for brick work with sub class ‘B’ bricks straight or curved on plan exceeding 6m mean radius in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge.
All as per the description of item No 08 here-in-above but except bricks complete all as specified and directed by Engineer-in-Charge.
M&L for 15mm thick rendering on fair faces of brick work or concrete surfaces in cement mortar 1:4 finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.
M&L for rendering 15 mm thick in cement mortar 1:6 finishing on brick or concrete surfaces finished even & smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.
M&L for 75 mm thick, PCC 1:3:6 type C-1 (20mm graded crushed stone aggregate) as in plinth protection finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.
M&L for PCC 1:2:4 type B-2, (using 20mm graded crushed stone aggregate) as in grouting of angle posts, pillars ,coping, plinth courses, parapets and railings etc including necessary form work complete all as specified and directed.
M&L for PCC 1:2:4 type B-1, (using 20mm graded crushed stone aggregate) as in surface channel and drains complete all as specified and directed by Engineer-in-Charge.
M&L for pre-cast cement concrete (reinforced ) slab type B-1, 1:2:4 using 20mm graded crushed stone aggregate as in manholes cover slab set in cement mortar 1:4 including necessary form work complete all as specified and directed by Engineer-in-Charge.
M&L in repairs for precast cement concrete, RCC 1:2:4 type B0 (using 12.5 mm graded aggregate.) louvers and jallies, 40 mm thick (measured solid) including pre-cast pillars of size 125 mm x 125 mm in section all moulding, complete set in cm (1:4) on wall etc. complete all as specified and directed by Engineer-in-Charge.
M&L for RCC (1:2:4) Nominal mix type B1 (using 20 mm graded crushed stone aggregate) as in beams, cantilevers bressumers lintels over 1.5 span beam supported on walls etc. complete all as specified and directed by Engineer-in-Charge.
M&L for RCC (1:2:4) Nominal mix type B1 (using 20 mm graded crushed stone aggregate) slab supported on walls, beams and column in floors, roof landings, balconies, canopies, deck slabs, culverts supported on walls etc. complete all as specified and directed by Engineer-in-Charge.
M&L for form work to sides of RCC/PCC beam/band in wall and similar work complete all as specified and directed by Engineer-in-Charge.
M&L for form work to soffits of suspended slab such as roof slabs, floor slabs, landing and similar work not exceeding 200mm complete all as specified and directed by Engineer-in-Charge.
M&L for mild steel TMT bars 10mm dia and over cut to length bent to shape required including cranking bending spirally for columns, hooking end and binding with and including mild steel wire (annealed) not less than 0.9mm dia complete all as specified and directed by Engineer-in-Charge.
M&L for miled steel TMT bars 5 mm dia and over upto and including 10 mm dia cut to length bent ta in stirrups , spacer and binders etc. complete all as specified and directed by Engineer-in-Charge.
Dismantling structural steel work including doors, gates etc complete all as specified and directed by Engineer-in-Charge.
S&F angle iron for posts, struts in fencing including cutting tops, to shape as required, drilling holes, notching for wire, including welding etc, confirming to Fe-290 Gde, E-165 complete all as specified and directed by Engineer-in-Charge.
S&F framed work such as grills, gratings etc, with ends of bars, shouldered, riveted, framed guard bars, confirming to Fe 290 Gde-E-165 complete all as specified and directed by Engineer-in-Charge.
S&F framed work as in doors or gates of angle or other section with gusset plate, rails braces etc, complete drilling for fixing of steel sheeting, hanging, fastening and fixing complete all as specified and directed by Engineer-in-Charge.
S&F in repairs for galvanised, 2 strand, steel barbed wire, 2.24 mm dia barbed with 2 mm dia barbs, 75 mm spacing and straining and fixing to any type of standard rails and straining bolts, including securing or tying at crossing with and provision of galvanised mild steel wire complete all as specified and directed by Engineer-in-Charge.
M&L for 75 mm thick PCC (1:3:6) type C2 (using 40 mm graded crushed stone aggregate) as in sub base for receiving floor finishes etc. complete all as specified and directed by Engineer-in-Charge.
M&L for chequered cement concrete tiles glossy finished 30cm x30cmx25mm thick with grey cement and pigment, set, jointed and pointed in neat cement slurry in floors laid over and including 15 mm thick screed bed in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge.
M&L for 100 mm thick PCC (1:2:4) type B2 (using 40 mm graded aggregate ) as in hard standing floor finishes etc. laid in alternate panels complete all as specified and directed by Engineer-in-Charge.
M&L for coloured machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15656 -2006 of 60 mm thick M-35 with grey cement and pigment complete all as specified and directed by Engineer-in-Charge.
M&L for sand filling under floors or foundation and receiving to interlocking tiles complete all as specified and directed by Engineer-in-Charge.
M&L for preparation of new surfaces of steel over 10cm in width or girth and applying with two coats of synthetic enamel paint over coat of primer red oxide complete all as specified and directed by Engineer-in-Charge.
M&L for preparing new plastered surface of walls and applying three coats of white wash on walls complete all as specified and directed by Engineer-in-Charge.
M&L for preparing new plastered or unplastered surface of walls and applying two coats of Cement base paint on walls over a coat of alkali resistant primer complete all as specified and directed by Engineer-in-Charge.
M&L for preparing old plastered or unplastered surface of walls and applying two coats of Cement base paint on walls complete all as specified and directed by Engineer-in-Charge.
M&L for preparation of new plastered surfaces of wall surfaces and applying two coats of oil bound distemper over a coat of alkali resistant priming paint complete all as specified and directed by Engineer-in-Charge.
Dismantling floor hearth or wall tiling including cement mortar bedding (but not backing) removing serviceable tiles to store or credit realised from contractor complete all as specified and directed by Engineer-in-Charge.
M&L for Non skid ceramic coloured joint free tiles 7 to 8mm thick (square/ rectangular), area of each tiles exceeding 0.18 but not exceeding 0.38 in floor etc set and jointed in neat cement slurry and pointed in coloured cement to match the colour of tiles, laid over and including cement screed bed 15 mm thick in cement mortar (1:4) for laying floor finish complete all as specified and directed by Engineer-in-Charge.
Dismantling plain or corrugated steel sheeting any gauge, thickness including roof covering etc. complete all as specified and directed by Engineer-in-Charge.
S&F for galvalume aluminium zinc coating GI based pre-painted corrugated steel sheets 0.50 mm thick of any colour having tensile strength of 550 Mps as in roof covering /cladding to wall, fixed with self tapping screws complete all as specified and directed by Engineer-in-Charge.
S&F Pre-painted galvalume aluminium zinc coating GI based Plain steel sheets 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed by Engineer-in-Charge.
M/S HAFIZ AND SONS (BID ID -3339656)
M/s Haji Mohd Sultan Sofi (BID ID -3342800)
M/S MATOO INFRASTRUCTURES PVT. LTD. (BID ID -3354449)
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