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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.7 LAccepted-AOC | L1 | Accepted-AOC Being lowest bid. | |
| 2 | L2₹32.1 L+₹3.5 L (12.1%)Rejected-Finance | L2 | Rejected-Finance Being other than lowest bid | |
| 3 | L3₹33.2 L+₹4.6 L (15.9%)Rejected-Finance | L3 | Rejected-Finance Being other than lowest bid | |
| 4 | L4₹33.3 L+₹4.7 L (16.3%)Rejected-Finance V P O JAGANOO TEH DISTT UDHAMPUR J K 182124 | UDHAMPUR | JAMMU AND KASHMIR | 182124 | L4 | Rejected-Finance Being other than lowest bid | |
| 5 | L5₹35.0 L+₹6.3 L (22.1%)Rejected-Finance | L5 | Rejected-Finance Being other than lowest bid |
Tender Value
₹49 L
EMD Value
₹98,000
Closing Date
5 Jun 2025, 6:00 pmClosed
GE (North) Udhampur
GE (North) Udhampur PIN-901220 C/O 56 APO
REPAIR / MAINT TO BOUNDARY WALL, PLASTER, CONCERTINA COIL, BARBED WIRE, GRATING ALONGWITH BDY WALL AT STN PARADE GROUND AND 250 TRANSIT CAMP AND REPAIR / MAINT TO HARD STANDING, PAVED AREA, COMPOUND WALL INCL CHAIN LINK FENCING IN CHINAR COMPLEX AND
2025_MES_707039_1
GE/U(N)-23/2025-26
Open Tender
Civil Works
Item Rate
180 days
GE (North) Udhampur
AS PER NIT
6 documents required · 6 mandatory
₹500
GE North Udhampur
₹98,000
Yes
31 Jul 2025
8 May 2025
13 Jun 2025
8 May 2025
5 Jun 2025
23 May 2025
Amount
Demolition of brick work or stone/ boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars etc. but excluding ashlar facing dressed stone work and precast concrete articles, complete all as specified and directed.
M&L for brick work with sub class ‘B’, old size bricks, straight or curved on plan exc 6 mtr mean radius, built in CM 1:6, complete all as specified and directed.
All as per serial item No. 2.00 here-in-above but except bricks. Note :- Old bricks obtained from serial item No. 1.00 here-in-above shall be used.
M&L for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6, complete all as specified and directed.
All as per serial item No. 2.00 here-in-above but except stones. Note :- Old stones obtained from serial item No. 1.00 here-in-above shall be used.
Taking down cement or cement lime plaster on brick or stone walls etc. of any description including racking out joints, hacking for key, scrubbing down with water etc, complete all as specified and directed.
M&L for 15mm thick rendering on the fair face of brick work or concrete surface or stone masonry in cement mortar 1:4, finished the surface even and smooth without using extra cement, complete all as specified and directed. Note :- Cost of WPC shall be deemed to include in the quoted rates.
Raking out joints / pointing to random rubble or polygonal rubble uncoursed or brought upto courses stone masonry, complete all as specified and directed.
M&L for raised pointing to random rubble, uncoursed or brought upto course on stone masonry or concrete block walling in cement mortar 1:4, complete all as specified and directed.
Demolition of cement concrete (un-reinforced) as in ground floor and paving not exe 15cm thickness (below or above ground level), complete all as specified and directed.
Demolition of cement concrete (un-reinforced) of any description and in any position, not otherwise specifically provided for, complete all as specified and directed.
M&L for plain cement concrete 1:3:6 type C-1 (using 20mm graded crushed stone aggregates) as in copings etc. including necessary formwork, weathering, slightly rounded or chamfered angles and throating, complete all as specified and directed.
M&L for PCC 1:4:8 type D-2 (using 40mm graded crushed stone aggregates) as in foundation, mass concrete, sub base and floor, complete all as specified and directed.
M&L for plain cement concrete 1:2:4 type B-1 (using 20mm graded crushed stone aggregates) as in surface channels, drains etc, complete all as specified and directed.
Dismantling posts or struts (wood, steel or RCC), embedded in concrete of any section including taking out embedded portion and making good disturbed ground, complete all as specified and directed.
Dismantling of structural steel work of any description and in any position, complete all as specified and directed.
M&L for mild steel work as in posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire etc. and similar work, confirming to FE-290 Gde E-165, complete all as specified and directed.
M&L for mild steel framed work such as grills, gratings etc. with ends of bars shouldered and/or riveted or forged into spikes, framed guard bars, barred iron doors, ladders, framed balusters, walk ways, railings, framework of water tanks and similar work including welding, conforming to Fe-290 Gde-E-165, complete all as specified and directed.
Dismantling of mild steel barbed wire / chain link fencing of any description not otherwise provided for, complete all as specified and directed.
Supply only chain link fencing galvanised mild steel wires 3mm dia, mesh size not less than 50mm x 50mm or 75mm x 75mm etc. including provision of MS binding wire or fixing with nuts and bolts with angle iron posts, complete all as specified and directed.
Fixing only chain link fencing including line wires of any mesh, size and type to any type of standards, rails, straining bolts etc. including provission of binding wire, complete all as specified and directed.
S&F mild steel bolts, purpose made with hexagonal or square head at one end and screwed the other or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exceeding 30cm long and dia of neck exceeding 12mm but not exceeding 20mm, complete all as specified and directed.
S&F in repairs/ replacement galvanised 2 strand steel barbed wire, 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails, straining bolts including securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins etc, complete all as specified and directed.
Restraining, resecuring including making good to galvanised 2 strand steel barbed wire, 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails, straining bolts including securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins etc, complete all as specified and directed.
M&L for PCC 1:3:6 type C-2 (using 40mm graded crushed stone aggregates) as in foudation for fencing post, filling in and mass concrete, complete all as specified and directed.
S&F 110mm bore PVC (SWR) pipes, single socketed in any length with rubber ring joints, fixed to walls with MS clamps of suitable size or laid in floor/ trenches, complete all as specified and directed.
M&L for 75mm thick PCC 1:4:8 type D-1 (using 20mm graded crushed stone aggregates) as in sub base of floor, floors etc, complete all as specified and directed.
M&L for 75mm thick PCC 1:2:4 type B-1 (using 20mm graded crushed stone aggregates) as in sub base of floor, floors etc, complete all as specified and directed.
M&L for machine pressed rubber moulded, manufactured / compacted by vibrating table method precast concrete interlocking paver block of any shape and size, confirming to IS:15658-2006 of 60mm thickness, M-35 grade with grey cement and pigment and joints filled with sand, complete all as specified and directed.
Dismantling old paver blocks of any type and size in any position and re-fixing the same as directed by Engineer-in-Charge.
M&L for machine pressed rubber moulded, manufactured / compacted by vibrating table method precast concrete interlocking paver block of any shape and size, confirming to IS:15658-2006 of 80mm thickness, M-40 grade with grey cement and pigment and joints filled with sand, complete all as specified and directed.
M&L for sand filling under floors or in foundations including watering, ramming and consolidation, complete all as specified and directed.
Providing precast cement concrete 1:2:4 type B-1 (using 20mm graded crushed stone aggregates) as in road side kerb stone etc. (of any section indicated) with plain fair faces including chamfers, weathering, throating etc. and setting in cement mortar 1:4 complete with joints to match, complete all as specified and directed.
M&L for coloured chequered cement concrete tiles, size of each tile exc 0.04 Sqm but not exc 0.16 Sqm & 20mm thick, set, jointed and pointed in neat cement slurry as in floors for external use, laid/ fixed over and including 15mm thick screed bed or bedding layer in CM 1:4 and pointed in coloured tile grout to match the shade of tiles, complete all as specified and directed.
M&L for factory made, heavy duty full body digital, paving coloured tiles of size 300mm x 300mm x 10mm thick each, for external use, laid/ fixed over and including 15mm thick screed bed or bedding layer in CM 1:4 including jointed with neat cement slurry and pointed in coloured tile grout to match the shade of tiles including dismantling old tiles, complete all as specified and directed.
M&L for natural stone finish wall ceramic coloured tiles of size 450mm x 300mm x 6 to 7mm thick each (design as approved by GE/EIC) as on vertical surfaces such as walls, skirting, dados etc, set, jointed and pointed in neat cement slurry to match the shade of tiles, fixed over and including 10mm thick rendering in cement mortar 1:4, complete all as specified and directed.
M&L for preparation of new plastered surfaces by using necessary filling compound of Altek/ Birla white putty to obtain smooth and even finish with using sand paper and applying two coats of first quality exterior grade wheather proofing acrylic emulsion paint of any shade as approved by GE over a coat of alkali resistant primer, complete as per manufacturer's instructions and directed.
M&L for preparation of new surfaces of walls and applying two coats of cement base paint over a coat of alkali resistant primer, complete all as specified and directed.
M&L for preparation of new steel/ iron surfaces of any description, over 10cm in width or girth and applying two coats of synthetic enameled paint over a coat of red oxide zinc chrome primer, complete all as specified and directed.
M&L for preparation of old concrete / plastered surfaces of any description over 10cm girth or width, not otherwise described and applying one coat of synthetic enamel paint, complete all as specified and directed.
Dismantling of asbestos cement (corrugated, semi- corrugated etc.) or CGI sheets in roof coverings including ridges, complete all as specified and directed.
S&F 2mm thick fibre glass reinforced translucent corrugated sheeting with two corrugations side lap, fixed with coach screws and washers as in roof, wall etc, complete all as specified and directed.
S&F 0.50mm thick prepainted galvalume aluminum zinc coating GI based corrugated steel sheet of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with galvanised 8mm dia 'J' hooks or self tapping screws, complete all as specified and directed.
S&F 0.50mm thick prepainted galvalume aluminum zinc coating GI based plain steel sheet of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with galvanised 8mm dia 'J' hooks or self tapping screws, complete all as specified and directed.
M&L rolled mild steel work in roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket, framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc, confirming to Fe-410-W (Gde-E- 250) Quality 'A', complete all as specified and directed.
Providing and injecting low viscosity epoxy grout ACROP INJECTION GROUT LV or equivalent having viscosity 200-300 cps into concrete at 150 to 300mm centre to centre through rohibb injector & nylon nipples of 12mm dia. Drilled holes at 4-7 Kg/cm2 pressure and heavy flextural strength of 110-130 Kg/cm2 & bond strength of 80-100kg/cm2. Grouting to be done in cracks till the nozzle refuses to accept the grout or it flows from the adjacent nozzle and removing the nipples & sealing it with non shrink epoxy putty, complete all as per manufacturer’s instructions and directed by Engineer-in-Charge.
Providing and applying a bond coat of Latex : Water : cement - 1:4:6 consumption @ 100Gm/Sqm on the brick wall surface by brush as per manufacturer's recommendations including curing, complete all as specified and directed.
Removing any kind of old or new debris / demolished building material outside A-1 Def land including loading in truck and conveying day to day basis to beyond the lead included in the rates including loading, unloading and stacking at the destination approved dumping point etc. complete with all lifts and lead outside MD Land 1 to 2 KM distance, complete all as specified and directed by Engineer-in-Charge.
M/S SHREE RAM DUBEY AND SONS (BID ID -3314400)
MADAN LAL SHARMA AND SONS (BID ID -3314021)
HANS RAJ SHARMA (BID ID -3314135)
RAMAN KUMAR (BID ID -3307337)
VARDHMAN INTERNATIONAL (BID ID -3308503)
RAMAN CONSTRUCTION CO (BID ID -3314148)
M/S SUSHEEL KUMAR Govt. CONTRACTOR (BID ID -3308044)
JOGINDER SINGH (BID ID -3306972)
M/S BHARAT LIGHT ELECRIC.CO (BID ID -3308512)
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