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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₹7.8 LAccepted-AOC | L1 | Accepted-AOC Lowest bidder | |
| 2 | L2₹7.8 L+₹4,868 (0.63%)Rejected-Finance 63 BAJMASTA RAMBAN | RAMBAN | RAMBAN | JAMMU AND KASHMIR | L2 | Rejected-Finance Other than lowest bidder | |
| 3 | L3₹8.5 L+₹69,505 (8.93%)Rejected-Finance 20 JAIN BAZAR JAMMU 180003 J K | JAMMU | JAMMU | J K | 180003 | L3 | Rejected-Finance Other than lowest bidder |
| Sl No | Description | Qty | Unit | M S BANSI LAL CONSTRUCTION CO L2 | A K JAIN AND SONS L3 | M/S SUSHEEL KUMAR Govt. CONTRACTOR L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches not exc 1.5m wide and not exc 1.5m deep for foundation etc or for shafts n.ecx 10 Sqm on plan and n.exc 1.5m in depth and getting out in any type of soil complete all as specified and directed by Engineer-in-Charge | 31.2 | Cum | 200 ₹6,240 | 200 ₹6,240 | 150 ₹4,680 Lowest |
| 2.00 | M&L for PCC 1:4:8 type D-2 (using 40mm graded stone aggregates) as in bed concrete for foundation filling & mass concrete complete all as specified and directed by Engineer-in-Charge | 3 | Cum | 3,000 ₹9,000 Lowest | 5,000 ₹15,000 | 3,000 ₹9,000 Lowest |
| 3.00 | M & L RCC M25 (Design mix) in foundations, including rafts, footings, foundation beams, plinth beams; bases for columns, etc. and mass concrete etc complete all as specified and directed by Engineer-in-Charge | 6 | Cum | 6,000 ₹36,000 Lowest | 6,000 ₹36,000 Lowest | 6,900 ₹41,400 |
| 4.00 | M & L RCC M25 (Design mix) in columns, pillars, piers, posts and struts etc complete all as specified and directed by Engineer-in-Charge | 3 | Cum | 6,000 ₹18,000 Lowest | 7,000 ₹21,000 | 6,900 ₹20,700 |
| 5.00 | M & L RCC M25 (Design mix) in beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed by Engineer-in-Charge | 2 | Cum | 6,000 ₹12,000 Lowest | 8,000 ₹16,000 | 6,900 ₹13,800 |
| 6.00 | M&L RCC M25 (Design mix) Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in the shelves and the like complete all as specified and directed by Engineer-in-Charge | 1 | Cum | 6,000 ₹6,000 Lowest | 9,000 ₹9,000 | 6,900 ₹6,900 |
| 7.00 | M & L for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams, and similar work, vertical or to batter complete all as specified and directed by Engineer-in-Charge | 18 | Sqm | 150 ₹2,700 | 150 ₹2,700 | 100 ₹1,800 Lowest |
| 8.00 | M & L for formwork for rough finished surface of concrete (flat surface) to sides of pillars, posts, struts, piers, columns, and stanchions complete all as specified and directed by Engineer-in-Charge | 34 | Sqm | 150 ₹5,100 | 150 ₹5,100 | 100 ₹3,400 Lowest |
| 9.00 | M & L for formwork to sides and soffits of floor or roof beams,beam haunchings,girders,lintels,cantilevers,shelves including supports,overhangs etc also splays between floors and beams etc complete all as specified and directed by Engineer-in-Charge | 16 | Sqm | 150 ₹2,400 | 180 ₹2,880 | 100 ₹1,600 Lowest |
| 10.00 | Form work to soffits of suspended slab such as roof slab, floor slabs landing and similar work; n.exc 200 mm thick complete all as specified and directed by Engineer-in-Charge | 5 | Sqm | 150 ₹750 | 200 ₹1,000 | 100 ₹500 Lowest |
Tender Value
₹9.6 L
EMD Value
₹19,140
Closing Date
1 Aug 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
AGE (I) Bhalra
AGE (I) Bhalra CO 56 APO
PROVN OF 08XTOILET FOR JCOS/OR AT REGULATING CENTRE BANIHAL DET OF 5071 ASC BN (MT) UNDER AGE (I) BHALRA
2025_MES_719933_1
AGE (I)/Bhalra- /2025-26 (NIT No. 28 of 2025-26)
Open Tender
Civil Works
Item Rate
180 days
AGE I Bhalra
Please refer tender documents
7 documents required · 7 mandatory
₹500
AGE (I) Bhalra
₹19,140
24 Sept 2025
11 Jul 2025
8 Aug 2025
11 Jul 2025
1 Aug 2025
25 Jul 2025
Amount
Excavation in trenches not exc 1.5m wide and not exc 1.5m deep for foundation etc or for shafts n.ecx 10 Sqm on plan and n.exc 1.5m in depth and getting out in any type of soil complete all as specified and directed by Engineer-in-Charge
M&L for PCC 1:4:8 type D-2 (using 40mm graded stone aggregates) as in bed concrete for foundation filling & mass concrete complete all as specified and directed by Engineer-in-Charge
M & L RCC M25 (Design mix) in foundations, including rafts, footings, foundation beams, plinth beams; bases for columns, etc. and mass concrete etc complete all as specified and directed by Engineer-in-Charge
M & L RCC M25 (Design mix) in columns, pillars, piers, posts and struts etc complete all as specified and directed by Engineer-in-Charge
M & L RCC M25 (Design mix) in beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed by Engineer-in-Charge
M&L RCC M25 (Design mix) Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in the shelves and the like complete all as specified and directed by Engineer-in-Charge
M & L for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams, and similar work, vertical or to batter complete all as specified and directed by Engineer-in-Charge
M & L for formwork for rough finished surface of concrete (flat surface) to sides of pillars, posts, struts, piers, columns, and stanchions complete all as specified and directed by Engineer-in-Charge
M & L for formwork to sides and soffits of floor or roof beams,beam haunchings,girders,lintels,cantilevers,shelves including supports,overhangs etc also splays between floors and beams etc complete all as specified and directed by Engineer-in-Charge
Form work to soffits of suspended slab such as roof slab, floor slabs landing and similar work; n.exc 200 mm thick complete all as specified and directed by Engineer-in-Charge
M & L for TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge
ditto but 5 to 10 mm dia and over upto and including 10mm dia in stirrups,spacers and binders complete all as specified and directed by Engineer-in-Charge
M&L brick work with subclass 'B' bricks straight or curved on plan n exc 6m mean radius built in CM 1:4 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 to any radius in half brick thick walls built in CM 1:4 complete all as specified and directed by Engineer-in-Charge
S & F steel work in roof trusses(framed),trussed,purlinn,crane gantries,rails and fastenings and heavy bracket framing(beam,tee,angle,channel or flat sections)including distance pieces,cleats etc and other steel works including special shaped washer etc and other works complete using ERW or induction butt welded tubes conforming to IS 1161-1979 grade Fe-410 W (Gde-E-250) complete all as specified and directed by Engineer-in-Charge
M&L for preparation of newly steel surfaces of any description, over 10 cm in width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide, zinc chrome complete all as specified and directed by Engineer-in-Charge
S&F Pre - Painted galvanized aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of an 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
S & F 0.5mm Pre-painted galvatume aluminium Zinc coating steel sheet of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall , fixed with self taping screws complete all as specified and directed by Engineer-in-Charge
M&L broken bricks hard core gauge n.exc 63mm deposited, spred and levelled in layers n.exc 15cm thick, watered and rammed to a true surfaces complete all as specified and directed by Engineer-in-Charge
M&L for providing 75 mm thick PCC 1:4:8 type D-2 (using 40 mm graded stone aggregate) as in sub base of flooring complete all as specified and directed by Engineer-in-Charge
M&L for providing 25 mm thick PCC 1:2:4 type B0 (using 12.5 mm graded stone aggregate) as in flooring receiving screed bed complete all as specified and directed by Engineer-in-Charge
M & L for Non-skid ceramic coloured tiles 7 to 8mm thick (square/ rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm,in floor etc, set and jointed with neat cement slurry and pointed in white or coloured cement to match including 10mm thick screed bed for laying floor finish in CM 1:4 complete all as specified and directed by Engineer-in-Charge
M & L Coloured Glazed ceramic tiles 350 x 450 x 7 mm thick, on vertical surfaces such as skirting, dados and risers to steps etc., set and jointed in neat cement slurry and pointed in white or Coloured cement to match including 10mm thick plastering on wall surface to receive dado tiles in CM1:4 complete all as specified and directed by Engineer-in-Charge
M&L solid PVC door frame of size 50mmX47mm made out of 5mm plain colour PVC foam sheet meter cut to two corner and jointed with 2 nos of 1500mm long bracket of 15x15 squre tube .the two vertical door profile are to be reinforced with 19x19mm squre tube of 19 gauge EPDM rubber gascut weather seal to be provided through out the frame frame shall be fixed to wall using 65x100mm long ms screw through the frame by using PVC fasterner (inc hold fast)and minium of 4 nos of screw to be provided for each vertical member & 2 nos for horzintal complete all as specified and directed by Engineer-in-Charge
S&F factory made single piece solid panel PVC door shutter 30mm thick style consisting of frame made out of MS tubes for top & bottom rails MS frame shall be covered with heat moulded plain colour PVC 'C' channel having a PVC sheet strip of 20mm width struck inside with solvent cement forstyle and plain colour PVC sheets for top rail, lock rail and bottom rail on either side and as gap insert for top rail and bottom rail, panelling of plain colour PVC sheet to be fitted in the MS frame welded/sealed to the styles & rails with suitable PVC sheet beading and jointed together with solvent cement supply & fixing in the frame at sitecomplete all as specified and directed by Engineer-in-Charge
S&F butt hinges medium weight cold rolled mild steel and fixed of size 100mm complete all as specified and directed by Engineer-in-Charge
S&F 150mm cast type Aluminium anodised handles complete all as specified and directed by Engineer-in-Charge
S & F 200mm Aluminium anodised barrel tower bolts of extruded section and fixed complete all as specified and directed by Engineer-in-Charge
S & F steel ventilators with top hung shutter including hinges, steel peg stay complete all as specified and directed by Engineer-in-Charge
M&L sheet glass ordinary quality and glazing with oil putty in square n. exc 0.50 sqm each pane 3 mm thick complete all as specified and directed by Engineer-in-Charge
M&L for rendering 15 mm thick in CM 1:6 on fair faces of brick work or concrete wall surfaces & finishing the surfaces fair and even complete all as specified and directed by Engineer-in-Charge
M&L15mm thick plastering in cement & sand mortar 1:4 on fair faces of brick work or concrete surfaces, finished with sand faced plaster complete all as specified and directed by Engineer-in-Charge
M&L for applying three coats of white washing on walls including preparation of newly plastered surfaces complete all as specified and directed by Engineer-in-Charge
M&L for preparation of new plaster surface & apply two coats of cement based paint over a coat alkali primer resistance complete all as specified and directed by Engineer-in-Charge
S&F viterous China squatting pan, `Orrisa' pattern, size 580 x440 mm white, with integral foot rests (excluding flushing cistern and flush pipe) with 'P' or 'S' trap including provn of lime concrete bedding complete all as specified and directed by Engineer-in-Charge
S & F10 litres capacity PVC valveless , syphonic action type flushing cistern, low level, white, with inlet, ball valve, float and handle including brackets complete all as specified and directed by Engineer-in-Charge
S&F vitreous china wash hand basin white flat back of size 550x400 mm including bracket, (pedestal pattern )cutting for and pinning the ends of brackets or erecting stands exclusive of waste pipe but including brass chromium plated waste coupling with long screwed sank and fly nuts complete all as specified and directed by Engineer-in-Charge
S&F aluminium anodised tubular towel rail 20 mm dia, D type, and 600mm long with brackets complete all as specified and directed by Engineer-in-Charge
M&L 75mm dia PVC (SWR) floor trap, plain with grating including jointing with solvent cement complete all as specified and directed by Engineer-in-Charge
S & F for PVC connections 15mm size with PTMT nuts of length 600mm complete all as specified and directed by Engineer-in-Charge
S&F galvanised medium grade steel tubing 20mm bore with all fittings fixed with walls complete all as specified and directed by Engineer-in-Charge
S&F galvanised medium grade steel tubing 15mm bore with all fittings fixed with walls and inside wall and floor complete all as specified and directed by Engineer-in-Charge
S & F 15 mm bore bib taps, fancy type chromium plated cast copper alloy with crutch or butterfly handle, screwed for iron pipe or for brass ferrule complete all as specified and directed by Engineer-in-Charge
S & F 15 mm bore stop valves/angle valve, CP Fancy type screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for union complete all as specified and directed by Engineer-in-Charge
S & F 15 mm bore pillar taps, fancy type chromium plated cast copper alloy with capstan head screwed down high pressure with or without lettered hot or cold long screwed shanks and fly nuts screwed for iron pipe and fixed complete all as specified and directed by Engineer-in-Charge
S & F 20 mm bore stop valves, cast copper alloy screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for union complete all as specified and directed by Engineer-in-Charge
S&F PVC (SWR) P trap 110/110 mm bore complete all as specified and directed by Engineer-in-Charge
Rotational moulded polyethlene water storage tanks of capacity 1000 Litre (cylindrical vergical with closed top) hoisted and fixed in position complete all as specified and directed by Engineer-in-Charge
M&L 75mm PCC 1:3:6 type C2 using 40mm graded stone aggregate as in plinth protection ,foot path and hard standing complete all as specified and directed by Engineer-in-Charge
S&F PVC SWR pipes 75 mm bore single socketed in any length with rubber ring joint fixed to wall or laid in trenches or in floors with steel clamps complete all as specified and directed by Engineer-in-Charge
S & F (PVC (SWR) pipe 110 mm bore single socketed in any length with rubble ring joints as in weep holes all as directed by Engr -in-Charge.
Removing of excavated soil to a distance n exc 50m and depositing where directed at a level n exc 1.5 m above the starting point complete all as specified and directed by Engineer-in-Charge
Returning, filling incl spreading levelling watering and well ramming in layers n exc 25 cm thick each layer complete all as specified and directed by Engineer-in-Charge
Excavation over areas not exc 1.5 mtr deep and getting out in any type of soil(Soft/Loose &hard/dense soil) complete all as specified and directed by Engineer-in-Charge
Excavation over areas exc 1.5 mtr but n exc 3mtr in depth and getting out any type of soil any type of soil(Soft/Loose &hard/dense soil) complete all as specified and directed by Engineer-in-Charge
M&L for broken stone Hardcore of gauge n exc 63 mm, deposited , spread and levelled in layers n exc 15 cm thick watered and rammed to a true surface in broken Stone/boulders complete all as specified and directed by Engineer-in-Charge
M&L for rendering 20 mm thick in CM 1:3 on fair face of brick work surfaces finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge
S&F MS work as in clamps ,steps supports hold fast wall pies rungs handles of manholes/Septic tank and other similar articles complete all as specified and directed by Engineer-in-Charge
M&L for precast cement concrete type B-1 (1:2:4) using 20 mm graded stone aggregate as in cover slab ,manhole cover etc set in CM 1:4 complete all as specified and directed by Engineer-in-Charge
M&L for forming fair finished drain or channel 45cm inner girth in cement concrete, using extra cement including forms moulds, mitred/stopped ends etc complete all as specified and directed by Engineer in charge.
M&L for point wiring with and incl 1.5 sqmm (nominal area) PVC insulated multistranded copper conductor FRLS in and incl PVC Conduit ISI marked 20/30 mm size or as required at site incl with its fittings and fixture such as ties, bends, elbows and junction boxes etc with 1.5 Sqmm copper conductor cable green in colour as earth continuity conductor connected to main earthing and common earth terminal,One light point/fan point controlled by one way switch complete all as specified and directed by Engineer-in-Charge
All as per the description of serial item No 1 here in before but for one 3 pin socket outlet 5 Amp same board, complete all as specified and directed by Engineer-in-Charge
S&F for switch piano flush type 5/6 Amp single pole one way and all as specified and directed by Engr-in-charge.
S & F Socket outlet 2 in 1, 3 pin 5/6 Amp flush type complete all as specified and directed by Engineer-in-Charge
Supply and fixing LED lights fitting 1x 20W, 220V, AC decorative box type with driver, holder including LED tube light connecting up with three core flexible copper conductor cable of suitable size from ceiling rose complete all as specified and directed by Engineer-in-Charge
Supply and fixing LED light fitting 1X10W bulkhead luminaires including LED light driver holder connecting up with three core flexible copper conductor cable of suitable size complete all as specified and directed by Engineer-in-Charge
Supply and fix exhaust fan, steel body AC single Phase. 230V of size 300m sweep with, blades, and frame and louvers complete all as specified and directed by Engineer-in-Charge
M&L Ceiling rose surface bakelit 65x50mm three terminals complete and making necessary connections complete all as specified and directed by Engineer-in-Charge
S&F MCB DB 4 - way, single door, 240 volts for Sheet Steel, Phosphatised, Powder Painted MCB DBs with Bus Bar,Neutral Link, Earth Bar and Din Rail (In accordance with IS 13032, IS 8623, IEC/BSEN 60439-3) complete all as specified and directed by Engineer-in-Charge
Supply and fixing 5-32 amp MCB SP rating 240V, 10KA 'C' curve miniature circuit breaker (MCB) of following poles and current carrying capacity in the MCB DB complete with connection testing and commissioning complete all as specified and directed by Engineer-in-Charge
Supply and fixing 40A to 63A MCB SPN amp rating 240V, 10KA 'C' curve miniature circuit breaker (MCB) of following poles and current carrying capacity in the MCB DB complete with connection testing and commissioning including taking down complete all as specified and directed by Engineer-in-Charge
Supply & fixing through pipe, 1100 volts grade heavy duty cable with PVC insulated aluminiuum stranded conductor served with an inner sheating of PVC tape and overall PVC sheathed in service connection suspended by insulating hangers not more than 1 mtr apart including 4mm suspention wire one twin core 16 sqmm solid conductor complete all as specified and directed by Engineer-in-Charge
M S BANSI LAL CONSTRUCTION CO (BID ID -3378983)
A K JAIN AND SONS (BID ID -3379187)
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