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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₹30.6 LAccepted-AOC B 56 LANE NO 4A SECTOR 7 VASHNAVI ENCLAVE CHANNI HIMAT JAMMU 180015 | JAMMU | JAMMU AND KASHMIR | 180015 | L1 | Accepted-AOC LOWEST BIDDER | |
| 2 | L2₹32.3 L+₹1.7 L (5.50%)Rejected-Finance | L2 | Rejected-Finance Other than lowest bidder | |
| 3 | L3₹33.0 L+₹2.4 L (7.71%)Rejected-Finance H NO 45 LANE NO 02 ADARSH VIHAR DEELI CHANNI HIMMAT JAMMU J K 180015 | JAMMU | JAMMU AND KASHMIR | 180015 | L3 | Rejected-Finance Other than lowest bidder | |
| 4 | L4₹35.3 L+₹4.6 L (15.0%)Rejected-Finance | L4 | Rejected-Finance Other than lowest bidder | |
| 5 | L5₹37.4 L+₹6.8 L (22.1%)Rejected-Finance | L5 | Rejected-Finance Other than lowest bidder |
| Sl No | Description | Qty | Unit | M/S Shesh Paul Gupta L5 | M/s Sunny Gupta L2 | ANIKET TRADERS L1 | CCC (CHOUDHARY CONSTRUCTION COMPANY) L4 | M/s EMM KAY BUILDERS L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of brick/stone masonry built in cement mortar and remove the site complete all as specified and directed. | 2.7 | Cum | 400 ₹1,080 | 100 ₹270 Lowest | 111 ₹299.7 | 206 ₹556.2 | 200 ₹540 |
| 2.00 | Demolition of unreinforced cement concrete in ground floors and paving n.exc 15cm thickness (below or above ground level) and removing demolished material to a distance and depositing to the distance exceeding 50 metres but not exceeding 100 mitres where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and directed by Engineer-in-Charge. | 5.99 | Cum | 300 ₹1,798.5 | 100 ₹599.5 Lowest | 100 ₹599.5 Lowest | 306 ₹1,834.47 | 200 ₹1,199 |
| 3.00 | Taking down chowkats or frames any type (alumimium/wooden ) (without taking off shutter from shutter ) area exc 1.50 sbut n exc 4 Sqm quare metre each, including cutting holes for taking out hold fasts or dismantling brick work (holes cut and any other damage to jambs, walls for taking out hold fast shall be finished identical to existing finish without any extra cost to Govt.), complete all as specified and directed by Engineer-in Charge. | 4 | Each | 300 ₹1,200 | 100 ₹400 | 11 ₹44 Lowest | 206 ₹824 | 100 ₹400 |
| 4.00 | Excavating in trenches any hard &dense soil n -1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out complete all as specified. | 66.1 | Cum | 140 ₹9,254 Lowest | 160 ₹10,576 | 200 ₹13,220 | 206 ₹13,616.6 | 200 ₹13,220 |
| 5.00 | M & L Hard core, of broken stone aggregate/ boulders to gauge n exc 63 mm , spread and levelled in layers n exc. 15 thick watered and well rammed to true surfaces as required complete all as specified.. | 28.9 | Cum | 1,300 ₹37,570 | 800 ₹23,120 Lowest | 888 ₹25,663.2 | 1,806 ₹52,193.4 | 1,000 ₹28,900 |
| 6.00 | M & L Cement concrete type B-2 (1:4:8) 40mm graded stone aggregate) in fdn, filling and mass concrete for fixing of post holes complete all as specified.. | 5.4 | Cum | 3,000 ₹16,200 | 2,000 ₹10,800 Lowest | 2,000 ₹10,800 Lowest | 2,806 ₹15,152.4 | 2,500 ₹13,500 |
| 7.00 | Brick work using old size bricks, straight or curved on plan exceeding 6.00 metre mean radius built in cement mortar (1:6), complete all as specified and directed by Engineer-in-Charge. | 26 | Cum | 6,300 ₹1,63,800 | 5,000 ₹1,30,000 | 6,500 ₹1,69,000 | 4,806 ₹1,24,956 Lowest | 5,200 ₹1,35,200 |
| 8.00 | Cement concrete, type B-1 (1:2:4), using 20 mm graded stone aggregates as in lintels up to 1.5 metre clear span, bed blocks, copings and the like including weathering, slightly rounded or chamfered angles & throating including provision of necessary formwork, complete all as specified. | 11.7 | Cum | 6,000 ₹70,200 | 5,000 ₹58,500 | 5,000 ₹58,500 | 3,606 ₹42,190.2 Lowest | 3,900 ₹45,630 |
| 9.00 | M&L for reinforced cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate for slabs supported on wall, beams and columns, in floor, roofs, landings, balconies, canopies, deck slabs and in shelves and the like ,complete all as specified and directed
Note : Reinforcement shall be measured and paid for separately. | 14.5 | Cum | 6,000 ₹86,976 | 5,800 ₹84,076.8 | 4,500 ₹65,232 | 3,606 ₹52,272.58 Lowest | 5,000 ₹72,480 |
| 10.00 | M&L for Steel reinforcement 10mm dia and over, TMT bars, 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,complete all as specified and directed . | 1,620 | Kg | 85 ₹1,37,700 | 85 ₹1,37,700 | 78 ₹1,26,360 Lowest | 86 ₹1,39,320 | 90 ₹1,45,800 |
Tender Value
₹43.7 L
EMD Value
₹87,500
Closing Date
28 Jan 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
GE AF Jammu
GE AF JAMMU
Provn of Certain BR works at various location at AF Stn Jammu
2026_MES_747365_1
CA NO GE/AFJ-76/2025-26
Open Tender
Civil Works
Item Rate
180 days
JAMMU
PLEASE REFER TENDER DOCUMENT
8 documents required · 8 mandatory
₹500
GE AF JAMMU
₹87,500
Yes
6 Apr 2026
6 Jan 2026
4 Feb 2026
6 Jan 2026
28 Jan 2026
21 Jan 2026
Demolition of brick/stone masonry built in cement mortar and remove the site complete all as specified and directed.
Demolition of unreinforced cement concrete in ground floors and paving n.exc 15cm thickness (below or above ground level) and removing demolished material to a distance and depositing to the distance exceeding 50 metres but not exceeding 100 mitres where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and directed by Engineer-in-Charge.
Taking down chowkats or frames any type (alumimium/wooden ) (without taking off shutter from shutter ) area exc 1.50 sbut n exc 4 Sqm quare metre each, including cutting holes for taking out hold fasts or dismantling brick work (holes cut and any other damage to jambs, walls for taking out hold fast shall be finished identical to existing finish without any extra cost to Govt.), complete all as specified and directed by Engineer-in Charge.
Excavating in trenches any hard &dense soil n -1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out complete all as specified.
M & L Hard core, of broken stone aggregate/ boulders to gauge n exc 63 mm , spread and levelled in layers n exc. 15 thick watered and well rammed to true surfaces as required complete all as specified..
M & L Cement concrete type B-2 (1:4:8) 40mm graded stone aggregate) in fdn, filling and mass concrete for fixing of post holes complete all as specified..
Brick work using old size bricks, straight or curved on plan exceeding 6.00 metre mean radius built in cement mortar (1:6), complete all as specified and directed by Engineer-in-Charge.
Cement concrete, type B-1 (1:2:4), using 20 mm graded stone aggregates as in lintels up to 1.5 metre clear span, bed blocks, copings and the like including weathering, slightly rounded or chamfered angles & throating including provision of necessary formwork, complete all as specified.
M&L for reinforced cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate for slabs supported on wall, beams and columns, in floor, roofs, landings, balconies, canopies, deck slabs and in shelves and the like ,complete all as specified and directed Note : Reinforcement shall be measured and paid for separately.
M&L for Steel reinforcement 10mm dia and over, TMT bars, 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,complete all as specified and directed .
M&L for steel reinforcement 6 to 8mm dia and over, TMT bars, 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, complete all as specified and directed .
M&L for MS work as in roof trusses (framed ) trussed, purlins ,post, rafters including distant pieces, cleats etc including cutting and welding required confirming to grade Fe 410-W grad quality 'B' complete all as specified and directed. Note : Design And Shape (Ornamentical type which will be required) Approve By GE without Any extra Charge
M&L for MS work as in wind tie or any other work incl cutting, drilling holes etc. complete all as specified and directed.
M&L for MS Plates (plain or chequered) channels, square cut, notched chamfer or square cut or notched (ordinary and counter sunk) forming holes without any attachment with MS Gde Fe 410-quality 'B' complete all as specified and directed.
S&F Pre painted aluminium zinc corrugated steel sheet(galvalume base) of thickness 0.50mm in colour and profile having tensile strength of 550Mpa as approved by and to be factory moulded and fixed with hot dipped galvanised with high durable protective triple coated self tapping screws/self drilling screws, to suit the roofing in customized colour matching with the colour of roof covering/cladding to wall and screws are to be fixed using Torque adjustable electronic gun screws driller of suitable capacity all as specified
S/F of 50mm th PUF insulated Board made of o.63 mm thick GI sheet powder coated filled with PUF for thermal insulation incl necessary fixtures and fittings of same matirial fixed with self drilling screw and sealed with epoxy sealent complete all as specified and directed by EIC
Rendering 10mm thick on fair faces of brick work or concrete surfaces, finished even and smooth (without using extra cement) on walls in cement mortar 1:6, complete all as specified and directed by Engr-in-charge.
Rendering 15mm thick of brick work or concrete surfaces, other than fair face (without using extra cement) on walls in cement mortar 1:4 complete all as specified and directed by Engr-in-charge.
Material and labour for 100 mm thick Plain Cement concrete 1:2:4 type B-1 (using 20mm graded crushed stone aggregate) omplete all as specified and as directed.
M&L 20 mm thick screed bed or bedding layer in CM 1:6 finished fair and even for laying floor finishes/tiles etc complete all as specified and directed by Engineer-in-Charge.
M/L machine cut Kota stone with 150mm borders of marble work ( makrana white ) slab flooring 18-20 mm thick over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and mirror polishing complete. Note : Marble makran white masured and paid saparatly.
M&L for 20mm thick black Granite (of any type) and slivercolour embossing of the insigma on the granite surface work(table rubbed and polished) in steps, jambs, pillars, window--cills,platforms etc and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite.complete all as per specified and as directed.
S&F in repair powder coated to minimum thickness of powder coating 50 micron of aluminium frame for doors, windows, ventilators with one or more rebates including jointing cleat for fixing etc, complete in all respect as per manufacturer's instruction and including making good disturbed surfaces complete all as specified and directed by Engineer-In-Charge.
S&F Repair Powder coated/anodised aluminum American handle cast type 200mm for doors all as spfd...
S&F repair Powder coated/anodised aluminum handle cast type 100mm collapsible type all as spfd...
S&F Powder coated/anodised 75mm size butt hinges , extruded aluminum alloy ISI marked all as spfd..
S&F Neoprene/ EPDM rubber gasket for fixing sheet glass complete all as specified.
S&F Zinc alloy rollers for UPVC/Aluminium windows all as specified.
S&FAnodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineerin- charge.
S&F for 5.50mm thick plain sheet plain glass ordinary quality and glazing with oil putty/ wooden beads with nails/ rubber bedding with connected fitting in square exceeding 0.5 Square metre in each pane etc complete all as specified and directed.
S&F Stainless steel wire cloth .0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with stainless steel wire staples staple to steel windows/fixed with wooden beads of 2nd class HW to wooden doors/windows complete all as specified and directed.
S&F brass mortice lock four levers (Harrisons) vetrical type size 100mm or above as directed by Eng-in -charge.
S&F for double action floor spring hydraulically regulated made up of minimum 1.25mm thick aluminium alloy sheet foundation box main body with stainless steel cover, governing pivot made of brass, other parts made of mild steel heavy duty fixed in repair including taking down carefully aluminium door without demaging any member/part and re-fixing the the same including easing complete all as specified and directed.
S&F for Floor door stopper of aluminium alloy body and tongue, anodized, with hard drawn steel fixed in floor with over all length of cover plate 140 mm fixed in repairs complete all as specified and directed.
M/L Cement concrete 1:3:6 type C2 using 40mm graded stone crushed aggregate in plinth protection, 75mm thick, finished even and smooth using extra cement, including making joints 12mm wide to the full depth of PCC at every 3 metres and at every change of direction and filling the same with & including bitumen and sand 1:3 by weight complete all as specified..
S&F 12mm thick PVC laminated Gypsum ceiling board/tiles of size 595 x 595mm, fixed in ceiling with screws to and including frame work of GI channel powder coated complete all as specified and directed by Engineer-in-Charge.
S&F for Hangers 6 mm dia GI ( up to 1200 mm length ) adjusting level fixed to roof slabs by means of ceiling cleats made out of GI flat 40 X 3 mm size 60 mm long drawing complete all as specified and as directed.
S&F Gl frame work for seamless ceiling comprising of Gl perimeter channnel 0.55 mm thick with two unequal flanges of 20 and 30 mm and web of 27 mm fixed to surrounding wall using nylon sleeves and screws at 450 mm centre to entre/intermediate channel 0.9 mm thick having two equal flanges of 15 mm each and web of 45 mm suspended from soffit at approx 900 mm centre to centre with Gl cleat and steel expansion fasteners with and including ceiling section (not exc 1.2 m length) of 0.55 mm thickness having kurled web of 50 mm and flange of 26 mm each with lips of 10.5 mm fixed to the intermediate channel with connecting clips across the intermediate channle complete all as specified.
Preparation of newly plastered surfaces of walls and applying two coats of oil emulsion distemper, over a coat of primer (as per manufacturer's instruction) over and including 1mm thick of Birla white wall care putty, all as specified and directed by Engr-in-charge.
Providing and applying plaster of paris putty of 1 mm thickness over plastered surface to prepare the surface even and smooth. Complete all as specified and director by Engr-in Charge.
Preparation of newly plastered surfaces of walls and applying two coats Acrylic Smooth exterior paint of required shade : New Surfaces (Two or more coats normal or camouflagee patteren applied @1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) with like wall roof projection facias, chajja etc all as per manufactures instructions all as specified and directed by Engg-in Charge.
Removing excavated material not exceeding 50 Mtr and depositing where directed at a level not exceeding 5 M above the starting point Complete all as specifed and directed by Engr-In-Charge.
Surface excavation n. exc 30 cm deep and averaging 15cm and getting in any type of soil complete all as specified and directed.
Excavation in post holes (or similar holes) each n exc 0.5 cum, and removing surplus soil to distance n exc 50m and making good surface of any type of soil complete all as specified.
M & L Cement concrete type B-2 (1:2:4) 20mm graded stone aggregate) in fdn, filling and mass concrete for fixing of post holes complete all as specified.
Material and labour for 50mm thick Plain Cement concrete 1:2:4 type B-1 (using 20mm graded crushed stone aggregate) complete all as specified and as directed.
M&L Rough finished surfaces of concrere of Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter complete all as specified.
Supply only chain link MS Galvanised 3.80mm dia and 50mm pitch of wire fencing including line wires, any mesh, size and type to any type of standars, rails, straining bolts, etc. including provision of binding wire complete all as specified.
Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire complete all as specified.
S&F Tie bars of 10mm dia in fencing for stiffening conforming to Fe-290,Gde -E-265
Mild steel screw bolts (machine made) with hexagonal or square heads at one ends and screwed the other ends, or screwed both ends, each screwed ends to be fitted with washers and one hexagonal or square nut 5 cm long, dia of shank 10 mm , complete all as specified and as directed
Preparation of steel or iron surfaces of any description, over 10cm in width or girth not otherwise described and applying 2 coats of Synthetic enamel paint over a coat of red oxide primer complete all as specified.
M&L 100 mm thick PCC 1:2:4 type B-1 using 20 mm graded stone agg as in ,floors and Pavings etc, finished even and smooth w/o using extra cement Complete all as specified.
M&L for 75mm thick PCC 1:3:6 type C-2 (using 40mm graded crushed stone aggregates as in finished even and rough without using extra cement complete all as specified.
M&L to Sand filling under floors or in foundations including watering and consolidation Complete all as specified.
M&L for 60mm thick interlocking machine pressed precast concrete interlocking paver block any shape, any colour and rubber finished type confirming to IS 15658-2006, M-35 grade laid complete all as specified and directed.
M&L15 mm thick screed bed or bedding layer in CM 1:6 finished fair and even for laying floor finishes/tiles etc complete all as specified and directed by Engineer-in-Charge.
M&L chequered cement concrete coloured tiles machine pressed conforming to IS 13801:1993 and ISI marked, size not less than 300mm x 300mm (Approx), thickness 25mm, as in floor, paving set and jointed in neat cement to match with gray pigment all as specified and directed.
M/L Cement concrete 1:2:4 type B-0 using 12.5mm graded crushed stone aggregate in roof kerbs or mud stops, kurb stone, coping, cill smalar bends Plinth course , rounded or chamfered on edge including necessary form work complete all as specified
Rolled sections Fe 410-W (Gde-E-250 quality A) as in main and cross beams, columns hip and jack rafters; purlins where connected to common rafters and running rails, and guides for sliding doors; fixed with angle cleats or other connecting plate including spacial shaped with ,drilled/wellded for fixing complete all as specified
S&F plate girder or single stanchions, built up of one beam or channel section with flange plates, caps, bases. splices, angle brackets, cleats and other connectionst., conforming to Fe-410 W (Gde E-250 quality B) complete all as speicfied.
Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premise complete all as specified.
M & L Cement concrete (1:4:8) 40mm Type D-2 graded stone aggregate) in fdn, filling and mass concrete for fixing of post holes.
Providing and applying plaster of paris putty of 1 mm thickness over plastered surface to prepare the surface even and smooth. Complete all as specified and director by Engr-in Charge.
Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc.complete all as specified.
Returning filling in including spreading levelling , watering and well ramming in layers not exceeding 25 cm Complete all as specifed and directed by Engr-In-Charge.
S&F Precast factory made concrete (Wet Cast) M-50 Grade Box Type RCC culvert (8.5 Tonne weight). Dimensions of culvert (2000x2000x2000)mm & 200mm thick walls. TMT bars Fe 550D to be used, the same to be confirmed by the manufacturer.This will include digging the soil, laying the culvert and sealing of the joints properly making it water tight. Whatever work will be done will be as per the manufacturing standards. After placing of culvert the area to be levelled properly with proper compaction. Note : Removing excavated material depositing to out of AF Station at the starting point
SCHEDULE 'A' PART-II (Schedule of credit) Credit amount of Rs (Refer schedule of credit) for retrieved material mentioned in Sch 'A' Part-II of Tender documents in PDF form will be deducted offline during acceptance of tender of lowest bidder.
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