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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₹31.0 LAccepted-AOC PACHPADRA ROAD OPP MILK DAIRY BALOTRA TEHSIL PACHPADRA DISTT BALOTRA RAJ | GANGANAGAR | RAJASTHAN | 335001 | L1 | Accepted-AOC LOWEST BIDDER | |
| 2 | L2₹34.8 L+₹3.8 L (12.2%)Rejected-Finance | L2 | Rejected-Finance Other than Lowest | |
| 3 | L3₹40.0 L+₹9.0 L (29.1%)Rejected-Finance | L3 | Rejected-Finance Other than Lowest | |
| 4 | L4₹42.1 L+₹11.1 L (36.0%)Rejected-Finance JAISALMER | BARMER | RAJASTHAN | 344001 | L4 | Rejected-Finance Other than Lowest |
Tender Value
₹39.4 L
EMD Value
₹79,000
Closing Date
13 Jun 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 (A) Jaisalmer
HQ CWE ARMY JAISALMER 345001 RAJASTHAN
PROVN OF GENERAL STORE AND TRAINING STORE ALONGWITH INSTRUCTION ROOM AT POKARAN MIL STN UNDER AGE(I) POKARAN
2025_MES_708742_1
84319/C/E8
Open Tender
Civil Works
Item Rate
180 days
POKARAN
AS PER NIT
8 documents required · 8 mandatory
₹500
AGE(I) POKARAN
₹79,000
Yes
30 Jul 2025
17 May 2025
16 Jun 2025
17 May 2025
13 Jun 2025
31 May 2025
17 May 2025 - 23 May 2025
Amount
Surface dressing n. Exc 15cm deep and getting out in soft/loose soil complete all as specified and as directed by the Engineer-in-Charge.
Excavating in trenches, not exceeding 1.5m wide and not exceeding 1.5m depth for foundation etc or for shaft, wells, cesspits, manholes, pier holes etc not exceeding 10 sqm on plan and n exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and as directed by the Engineer-in-Charge.
M & L for plain cement concrete (1:4:8) type D-2 using 40mm grade stone aggregate as in foundation filling etc complete all as specified and as directed by the Engineer-in-Charge.
M&L TMT reinforcement bar mild steel bars 8mm dia 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 by Engineer-in-Charge.
All as per item No. 4.00 here in before but 5mm dia and over up to and including 10mm dia in stirrups, spacers and binders etc complete all as specified and directed by engineer-in-charge.
M&L for Use & Waste of 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 for rough finished surface of concrete complete all as specified and directed by engineer-in-charge.
M&L for form work to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200 mm thick (Horizontal or slopping) rough finished flat surfaces complete all as specified and as directed by the Engineer-in-Charge.
M&L for form work chullah hoods,chajjas,troughs andsimilar items including edges complete all as specified and as directed by the Engineer-in-Charge.
M&L for form work to side and soffits of floor or roof beam,beam haunchings,girders,bressummers,lintels,cantilevers,shelves including sup-ports,overhangs,etc also splays between floors and beam,etc complete all as specified and as directed by the Engineer-in-Charge.
M&L for providing RCC M- 25 in foundations, including rafts,footings, foundation beams, plinth beams, bases of columns and similar work complete all as specified and as directed by the Engineer-in-Charge.
M&L for providing RCC M- 25 in Beams, cantilevers,and lintels and chajja etc complete all as specified and as directed by the Engineer-in-Charge.
M&L for providing RCC M- 25 in Slab supported in walls beams and columns in roof ,Landing, balconies, deck slabs and in shelves and similar work complete all as specified and as directed by the Engineer-in-Charge.
Returning filling including spreading levelling, watering and well ramming in layers n. exc 25cm complete all as specified and as directed by the Engineer-in-Charge.
Removal of excavated soil to a distance n. exc 50m and deposited where directed n. exc 1.5m above the starting point complete all as specified and as directed by the Engineer-in-Charge.
M&L for stone masonry walling of random rubble masonry, uncoursed well bonded and solidly hearted built in cm 1:6 complete all as specified and as directed by the Engineer-in-Charge.
Extra over Stone walling for hammer dressing to face stone and dressing of face beds and joints as specified of rendom rubble walling uncorseed or brought up to course complete all as specified and as directed by the Engineer-in-Charge.
M&L for Rendering 15mm thick in cement mortar 1:6 on stone masonry walling or concrete surfaces, finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge.
M&L for Rendering 15mm thick, in cement mortar 1:4 on stone masonry walling or concrete surfaces and finished even and fair without using extra cement complete all as specified and as directed by the Engineer-in-Charge.
M&L for Rendering 5mm thick in cement mortar 1:3 on ceiling surface, finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge.
Supply only integral waterproofing compound complete all as specified and as directed by the Engineer-in-Charge.
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 complete all as specified and as directed by the Engineer-in-Charge.
M&L for 75 mm thick PCC 1:2:4 type B2 usign 20 mm graded stone aggregates or in sub base of floor complete all as specified and as directed by the Engineer-in-Charge.
M&L for screed bed or bedding layer of cement mortar 1:6, 15mm thick for laying floor finishes complete all as specified and as directed by the Engineer-in-Charge.
M&L for machine cut kota stone slab flooring 20-25mm 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 polishing complete over and including screed bed or bedding layer of 15 mm thick in CM (1:6) complete all as specified and as directed by the Engineer-in-Charge.
M&L for Kota stone slab 20-25mm thick in riser of steps, skirting, dado and pillar and laid over cement screed and jointed with pigment to match the shade of the slab including rubbing and polishing complete over and including 10 mm thick backing coat in CM (1:4) complete all as specified and as directed by the Engineer-in-Charge.
M&L for preparation of newly plastered surfaces of walls and applying two coats of oil bond distemper over one coat of putty including one coat of primer complete all as specified and as directed by the Engineer-in-Charge.
M&L for preparing newly plastered surfaces of walls and applying two coats of cement base paint over a coat of alkali resistance primer complete all as specified and as directed by the Engineer-in-Charge.
M&L for preparation of plastered surfaces of ceiling and applying three coats of white wash complete all as specified and as directed by the Engineer-in-Charge.
M&L for providing and fixing factory made aluminium casement windows with 50 micron powder coating doubled panelled and double shutters consisting of frame and mullion of 101.60 x 44.45 x 1.29 mm and shutters made of 63.5 x 31.75 x 1.29 mm and to be fixed with and including EPDM gasket to render the glazing, air and water tight etc. & aluminium beeds 20mm size with and including 5mm thick glass in front shutters and stainless steel wire gauge 0.36 mm dia and 1.40 mm aperature in inner shutters complete fixed in all respect as specified including supply and fixing following items complete all as specified and as directed by the Engineer-in-Charge : (a) Stainless Steel (304 Grade) Finished Butt Hinges 125mm - 2 nos per leaf (b) Powder Coated Aluminium Tower Bolt 150mm long - 2 nos per leaf (c) Powder Coated Aluminium Handles 150 mm - 2 nos per leaf
S & F pressed steel frames of size 105 x 60mm for doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate etc. complete all as specified and as directed by the Engineer-in-Charge.
S&F Factory made 35 mm thick 2nd class hardwood rail and style plain framed, panelled shutter (two panel) with lock rail and panel of 9 mm BWP commercial ply or 12 mm veneered particle board with commercial veneering on both faces. The size of rail and stile as per IS-1003 (Part I), klin seasoned and chemically pressure treated and fixed to chowkats complete all as specified and as directed by the Engineer-in-Charge.
M&L for preparation of New or old previously untreated steel or iron surfaces of any description over 10cm in girth or width and painting with two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed by Engineer-in-Charge.
M&L for preparation of New or previously untreated wood and wood based surfaces of any description over 10cm in girth or width and painting with two coats of synthetic enamel paint over a coat of primer complete all as specified and directed by Engineer-in-Charge.
M&L for 250 mm long aluminium alloy, anodised sliding door bolts with haps staple(bolt type), and fixing clips of sheet, cast or extruted sections and fixing bolt and sliding bolts of extruted sections or cast aluminium alloy and fixed complete all as specified and directed by Engineer-in-Charge.
M&L for 75 mm thick cement concrete 1:3:6 type C-1 (using 20mm graded stone aggregate) as in plinth protection including making joint at every 2.5mtr interval and at corner and filled with mixture of bitumen and sand and finished even and fair and laid in alternate bays complete all as specified and directed by Engineer-in-Charge.
M&L for PCC 1:2:4 type B-0 using 12.5 mm graded stone aggregate for levelling course for consolidated thickness 40 mm all as per the requirements complete all as specified and directed by Engineer-in-Charge.
M&L for 10mm thick screed plaster on roof for laying in CM 1:4 waterproofing treatment, with using WPC complete all as specified and directed by Engineer-in-Charge. Note :- WPC will be measured and paid separately as supply only
M&L for APP based polymeric membrane minimum weighing 3 Kg/Sqm and minimum 3mm thick reinforced with polyester non wove fabric (wt not less than 150 gms/sqm) laid over primed surface including bituminous primer conforming to IS-3384 applied @ 0.3 Ltr/Sqm by forced complete all as specified and directed by Engineer-in-Charge, four course roof treatment consist of as under :- (i) Applying one coat of bituminous primer conforming to IS-3384 @0.3 Ltr per sqm, (ii) Laying of APP based membrane as specified thickness and weight, (iii) Applying one coat of aluminium paint @ 100 ml/sqm
M&L treating the bottom and sides of excavation at the rate of 5 litres of emulsion per square metre of surface area complete all as specified and directed by Engineer-in-Charge.
S&F PVC (SWR) pipes of 110 mm dia, single socketed fixed to walls complete all as specified and directed by Engineer-in-Charge.
M&L point wiring complete with 1.5 Sqmm single core PVC insulated cable 1100 Volts grade multistranded copper conductor drawn through in PVC Conduit on underground stone / brick, masonry walls, roofs floors etc including MS terminal boxes fabricaterd out of 1.12mm thick MS sheet sunk type / surface type and laminated top sheet of 2mm thick for housing switches sockets, regulators etc including provn of 1.5 sqmm dia copper conductor for earth wire connected to common dolly for One light point / Fan point / Exhuast Fan point controlled by one 5 Amps One way switch complete all as specified and directed by Engineer-in-Charge.
All as per item No. 41.00 here-in-before above but one 3 pin 5/6 Amps switch socket outlet on same board
All as per item No. 41.00 here-in-before above but one 3 pin 5/6 Amps switch socket outlet on independent board
All as per item No. 41.00 here-in-before above but wiring with 4.0 Sq mm and 4.0 sqmm for earth continuity for 3 pin 15/16 Amps switch socket combination
M&L switch piano flush type single pole one way 5 Amps complete all as specified and directed by Engineer-in-Charge.
M&L switch piano flush type single pole one way 15 Amps complete all as specified and directed by Engineer-in-Charge.
M&L Switch Socket Combination outlet, multipurpose, 2 pin 5 amps/3 pin 5 amps controled by one switch 5 amps, flush type complete all as specified and directed by Engineer-in-Charge.
M&L Universal socket outlet with shutter, 5/15 amps controlled by one switch 15 amps, flush type complete all as specified and directed by Engineer-in-Charge.
M&L lamp holder insulated body with back plate suitable for battern fittings complete all as specified and directed by Engineer-in-Charge.
S&F LED Lamp Retro fit type 9 watts 230 V complete all as specified and directed by Engineer-in-Charge.
S&F Ceiling rose surface bakelite 65 x 50 mm 2/3 terminais complete all as specified and directed by Engineer-in-Charge.
S&F Sheet Modular metal enclosure DB SPN 240 Volts 8 Way single door type with 200 Amps busbar for fixing of MCBs complete all as specified and directed by Engineer-in-Charge.
S&F MCB Single pole and neutral, 40A, 415 Volts AC complete all as specified and directed by Engineer-in-Charge.
S&F MCB Single pole, 5-32A, 415 Volts AC complete all as specified and directed by Engineer-in-Charge.
Supply and laying sub main wiring with two runs of 4.0 Sq mm single core PVC insulated unsheathed cable upto and including 1100 volts grade with multistranded copper conductor drawn through in PVC Casing and Capping on surface walls, floors etc including one run of 4.0 Sqmm PVC insulated copper conductor for earth continuity wire complete all as specified and directed by Engineer-in-Charge. Note : Two runs of copper conductor and one run of copper earth wire will be measured and paid as one unit only
M&L for earthing complete with galvanized steel earth plate electrode 60cmx60cmx6mm thick buried directly in ground (earth pit not less than 2.25 mtr below ground level) with top edge o the plate not less1.5 mtrs below normal ground level connected to galvanised earth lead wire 4 mm dia by means of bolts nuts, check nuts and washers of galvanized iron of steel all as shown in electrical plate No.5 connected to earthing test point incl necessary earth work, excavation PCC 1:3:6 type CI using 20mm graded stone aggregate for earth chamber provn of PCC cover 40 mm thick 1:2:4 mm type B1 funnel with water Pipe, GI pipe, 15mm dia medium grade protection pipe, GI earth lead 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 street light fitting 35 Watt 230 V AC outdoor type with high pressure die cast aluminum hosing and heat resistant complete with driver, lamp bracket with impact and corrosion resistant including thermal management in multiple optics complete with IP 65/66 protection complete all as specified and directed by Engineer-in-Charge.
Supply and laying in trenches/fixed to walls/poles etc and commissioning XLPE insulated and PVC sheathed heavy duty LT 1100 Volts grade armoured under ground cable with aluminium conductor of 4 Core 25 Sqmmcomplete all as specified and directed by Engineer-in-Charge. Note :- Earth work excavation, sand cushioning and brick protection shall be measured and paid separately.
Excavation in trenches not exc 1.5 mtr wide and n.exc 1.5 mtr in deep and getting out in Hard/Dense soil laying of cables etc. complete all as specified and directed by Engineer-in-Charge.
Returning filling in including spreading, leveling watering and well ramming in layers n.exc 25cm thick using excavated soil complete all as specified and directed by Engineer-in-Charge.
Removing excavated surplus soil to a distance n.exc 50 mtr and depositing where directed at a level n.exc 1.5mtr above from the starting point complete all as specified and directed by Engineer-in-Charge.
M&L Jodhpur stone for lintels, beams and roofs, self faced, 7.5 to 10 cm thick for laying in trenches for protection of cable complete all as specified and directed by Engineer-in-Charge.
Supply and spread approved sand for foundations/Cable duct including watering and consolidation, cushioning of cable laid in trenches complete all as specified and directed by Engineer-in-Charge. Note:- Punned thickness will be measured for payment purpose
Supply and lay GI tubing, 40 mm bore light grade for cable protection at road crossing / on poles and tubing sealed at both ends after laying the cables complete all as specified and directed by Engineer-in-Charge.
Rakesh Choudhary Contractor (BID ID -3314679)
SHRI K P ENTERPRISES (BID ID -3314435)
M/s Shri Inder Construction Company (BID ID -3312641)
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