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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₹38.4 LAccepted-Finance | L1 | Accepted-Finance Being L1 | |
| 2 | L2₹42.7 L+₹4.3 L (11.2%)Rejected-Finance | L2 | Rejected-Finance Being not L1 | |
| 3 | L3₹43.1 L+₹4.7 L (12.4%)Rejected-Finance | L3 | Rejected-Finance Being not L1 |
| Sl No | Description | Qty | Unit | KAMAL AGGARWAL L1 | DUGGAL CONSTRUCTION CO L3 | JOGRAJ CONSTRUCTION COMPANY L2 |
|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out soft/loose soil, including removal of excavated earth upto a distance 500m from starting point complete all as specified and directed. | 791 | Sqm | 30 ₹23,730 | 20 ₹15,820 Lowest | 20 ₹15,820 Lowest |
| 2.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | 134 | Cum | 150 ₹20,100 | 120 ₹16,080 Lowest | 200 ₹26,800 |
| 3.00 | M&L for cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate as in foundation, filling and mass concrete all as specified and directed. | 12 | Cum | 2,300 ₹27,600 Lowest | 2,600 ₹31,200 | 2,800 ₹33,600 |
| 4.00 | M&L form work to sides of concrete foundations, footings, bases of columns, and similar work etc for rough finished surfaces of concrete all as specified and directed. | 120 | Sqm | 225 ₹27,000 Lowest | 350 ₹42,000 | 600 ₹72,000 |
| 5.00 | M&L form work to sides of pillars, posts, struts, piers, columns and stanchions square or rectangular for rough finished surface of concrete all as specified and directed. | 144 | Sqm | 320 ₹46,080 Lowest | 350 ₹50,400 | 600 ₹86,400 |
| 6.00 | M&L form work to sides of soffits of plinth beams; lintels beams, roof beams and similar work for rough finished surfaces of concrete all as specified and directed by Engineer - in - Charge. | 315 | Sqm | 450 ₹1,41,751.8 | 350 ₹1,10,251.4 Lowest | 600 ₹1,89,002.4 |
| 7.00 | M&L RCC M-25 as in foundation including raft, footings, foundation plinth beams bases of columns and the like complete all as specified and directed. | 33 | Cum | 4,800 ₹1,58,400 Lowest | 6,500 ₹2,14,500 | 6,000 ₹1,98,000 |
| 8.00 | M&L for RCC Design Mix M-25 (20 mm graded agg.) in Beams, cantilevers, bressummers, lintels over 1.5m span. | 48 | Cum | 4,800 ₹2,30,400 Lowest | 6,800 ₹3,26,400 | 6,000 ₹2,88,000 |
| 9.00 | M&L for RCC (Design Mix) M-25 (20mm grade) as in columns, pillars, piers, posts and struts all as specified and directed. | 15 | Cum | 5,200 ₹78,000 Lowest | 6,800 ₹1,02,000 | 6,000 ₹90,000 |
| 10.00 | M&L for form work to soffits of suspended slabs such as roof slab floor slab not exc 200mm thick with rough finished surface of concrete. | 300 | Sqm | 485 ₹1,45,500 | 350 ₹1,05,000 Lowest | 600 ₹1,80,000 |
Tender Value
₹42.8 L
EMD Value
₹85,600
Closing Date
12 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.
Hans Ram Meena,IDSE
GE Kapurthala
Provision of 02 x store room for Tech store of 243 Armd Wksp Coy at Mil Stn Kapurthala under GE Kapurthala.
2025_MES_740360_2
8099/E8
Open Tender
Civil Works
Item Rate
180 days
Area under GE Kapurthala
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE Kapurthala
₹85,600
16 Jan 2026
23 Dec 2025
14 Jan 2026
23 Dec 2025
12 Jan 2026
29 Dec 2025
Amount
Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out soft/loose soil, including removal of excavated earth upto a distance 500m from starting point complete all as specified and directed.
Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
M&L for cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate as in foundation, filling and mass concrete all as specified and directed.
M&L form work to sides of concrete foundations, footings, bases of columns, and similar work etc for rough finished surfaces of concrete all as specified and directed.
M&L form work to sides of pillars, posts, struts, piers, columns and stanchions square or rectangular for rough finished surface of concrete all as specified and directed.
M&L form work to sides of soffits of plinth beams; lintels beams, roof beams and similar work for rough finished surfaces of concrete all as specified and directed by Engineer - in - Charge.
M&L RCC M-25 as in foundation including raft, footings, foundation plinth beams bases of columns and the like complete all as specified and directed.
M&L for RCC Design Mix M-25 (20 mm graded agg.) in Beams, cantilevers, bressummers, lintels over 1.5m span.
M&L for RCC (Design Mix) M-25 (20mm grade) as in columns, pillars, piers, posts and struts all as specified and directed.
M&L for form work to soffits of suspended slabs such as roof slab floor slab not exc 200mm thick with rough finished surface of concrete.
M&L for RCC M-25 as in slab supported on walls, beams and column in floor roofs landing the like complete all as specified and directed.
M&L for 75 mm thick cement concrete 1:4:8 type D-2 using 40 mm graded crushed stone aggregates finished even & smooth without using extra cement complete all as specified and directed.
M&L for 25 mm thick cement concrete 1:2:4 type B-1 using 20 mm graded crushed stone aggregates finished even & smooth without using extra cement complete all as specified and directed.
M&L for machine cut Kota stone slab 20 to 25 mm thick in flooring laid over cement screed bed 20 mm in cement mortar 1 : 6 laid and jointed with grey cement slurry with pigment to match the shade of slab including rubbing & polishing complete all as specified and directed.
M&L mild steel TMT bars10mm dia and over cut to length bent to shape required including cranking, hooking ends and binding with MS wire (annealed) not less than 0.90mm dia all as specified and directed by Engineer - in - Charge .
All as per Srl item No. 18 here in before but 8mm dia and over as in stirrups, spacers and binders all as specified and directed by Engineer - in - Charge.
Use and waste of formwork to chajjas and similar items including edges rough finished complete all as specified and directed.
M&L for RCC 1:2:4 type B-0 using 12.5 mm graded crushed stone aggregate as in chajjas , manhole cover , tank platform etc. complete all as specified and directed by Engineer-in-charge.
M&L for brick work with fly ash bricks (old size bricks) straight or curved on plan exceeding 6 m mean radius, built in cement mortar 1:4 complete all as specified and directed by Engr-in-charge .
M&L rendering 15mm thick on brick wall or concrete surface in cement mortar 1:6 finished even and smooth without using extra cement complete all as specified.
M&L for 15mm thick Rendering in CM 1:4 on brick work or concrete surfaces with water proofing compound finished even and smooth etc complete all as specified and directed. Note: WPC shall be paid separately.
M&L for 10mm thick rendering in CM 1:3 on brick work or concrete surfaces finished even and smooth w/o using extra cement in Ceiling etc complete all as specified and directed.
M&L for preparation of new plastered surfaces of ceiling and applying two coats of whitewash on ceiling and walls complete all as specified and directed.
M&L for preparation of new plastered or unplastered decorated surfaces of walls or cornics thereafter applying two coat of exterior emuslion paint and including 2mm thick wall care putty to achieve smooth finish over a coat of appropriate primer complete all as specified and directed. Note:- Exterior emulsion paint to be done by Roller.
M&L for hardcore of broken stone or boulders of gauge n. exc 63mm, deposited spread and levelled in layers n exc. 15 cm thick watered and rammed to a true surface complete all as specified.
M&L for 75mm thick PCC 1:3:6 type C2 as in plinth protection finishing the surface even and smooth with out using extra cement complete all as specified and directed.
M&L for anti termite treating the soil under plinth protection as well as wooden work in contact of chemical emulsion at the rate of 5 litres of emulsion per square metre of surface area
M&L for 40mm thick Damp proof course to horizontal or vertical surfaces including necessary formwork
S&F of pressed steel frames for doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate, etc., complete, as specified, size of frame 125 x 60mm filling hollow frame complete all as specified and directed.
M&L for PCC 1:3:6 type C2 as in filling of chowkhats complete all as specified and directed by Engineer-in-charge.
S &F flush shutters 30 mm thick, solid core construction, with block board core and plywood face panels, commercial type on both sides complete all as specified and directed by Eng-in-charge.
M&L for preparation of new wooden surface exceeding 10cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified and directed.
M&L for steel windows 1.25 mm thick Box type (primer coated) ERW hollow ‘P’ section of size 60mm x 25mm single rebated comprises of glazed skeleton shutter EWR Sec 50mmx20mm and 1mm thick and two open able leaf consisting two Nos sash bar of ‘T’ section 20mm x 3mm complete welded to frame with one vertical mullion of EWR box type ‘T’ section of size 60mmx25mm and 1.25mm thick including cuttings holes and making good dismantled portion in PCC (1:2:4) type B1 using 20mm graded stone aggregate. Four Nos for each window including following fittings welded to framed shutter :- (a) Holdfasts 150mm long 12mmx3mm made to shape per window -04 Nos, (b) Handle of Z Sec 20mmx25mm, 100mm long per leaf-01 No, (c) MS tower bolt 150mm long per leaf -02 Nos, (d) ‘Z’ sec 20mm x 25mm, 100 long stopper per leaf -01 No, (e) Cleat 55 mm long of hollow square 15mmx20mmx63mm welded to hinges per leaf -01 No, (f) MS pintal hinges of size 75mmx12mm per leaf -02 Nos, (g) Fabrication and fixing arrangement (h) including MS gills shall be of 12mm dia MS square as per drawing No CEJZ/TD/1019, Sh 1/3 to 3/3 and No. CEJZ/TD/1020, Sh 1/3 to 3/3.
- ditto - all as per above serial item No 33 here-in-before but comprising of gauged shutters
S&F Aluminium anodised, barrel tower bolts of extruded section and fixed, length of bolt in 200mm
M&L for preparation of new steel surfaces of any description over 10cm girth or width not otherwise described and applying two coat of synthetic enamel paint over red oxide primer all as specified and directed by Engineer-in-Charge.
Supply and fix steel ventilators fixed type with glazing bars etc complete all as specified and directed by EIC.
S&F 4.00mm thick sheet glass, ordinary quality in squares n exc 0.5 sqm each pane and glazing with oil putty complete all as specified and directed.
S/F stainless steel wire cloth 0.56mm nominal dia of wire and avarage width of aperture 1.00mm and fixed with tinned tacks/screws with bolts incl leaping wooden complete all as specified and directed.
Preparation of newly plastered surface making surface completely dry after drying of primer apply APP modified water proofing membrane with non woven polyster reinforcement 3mm thick superior multipolymericweighing not less than 3kg/sqm with properties of high penetration and centre core consisting of 90 micron high molecular high density polyethylene (MHHDPE) film consisting of five layers with a coat of hot blown bitumen 85/25 @ 1.20 kg/sqm under the APP membrane laid with torching application to the surface complete and sealing the side as well as end laps (overlaps should not be less than 10 cm) with appliying aluminium paint complete all as specified and directed.
M&L for rendering 10mm thick cement mortar 1:3 on concrete surface even and smooth with waterproofing compound as directed.
Supply only integral water proofing compound.
Returning, filling in, including spreading, levelling watering and well ramming in layers not exceeding 25 cm thick using excavated soil.
Removal of excavated surplus soil to a distance not exceeding 50 mtr and depositing where directed at a level not exceeding 1.5 metre above the starting point all as directed.
Plain cement concrete (1:5:10) type E-2 using 40mm graded stone aggregate as in foundation filling and mass concrete complete all as specified.
M&L for sand filing under floors or in foundations including watering and consolidation
M&L for machine pressed precast concrete interlocking paver block any shape and size confirming to IS-15658 - 2006 of 80mm thick ness, M-40 grade with grey cemet and pigment over sand cushioning complete all as specified.
M&L for precast cement concrete block masonary with solid block (size 30x20x10 cm) as in edging ,type B1 1:2:4 (20 mm graded aggregate) exc 10 cm in width and setting in mortar 1:4 complete
M & L for point wiring with 1.5 Sqmm (Nominal Area) FRLS PVC insulated sheathed multi stranded copper conductor, 1100 Volts drawn through and including rigid non metalic concealed conduit medium grade ISI marked minimum 20mm size and its accessories complete along with 1.5 sqmm cable but in green colour as continuous earthing wire and connecting to common earth dolly completely concealed, in walls/ ceiling/ roofs with and including 1.2mm thick MS sheet terminal boxes duly fabricated flush mounting in the wall for mounting modular switches, socket, bell push, fan regulators etc. as required with modular frame and cover of 1 module to 18 module as required at site all as specified and as directed for the following points :-
one light point controlled by one 1-way switch.
one fan point controlled by one 1-way switch.
one three pin socket out let 5 amps on Same board complete.
one three pin socket out let 5 amps on independent board complete.
All as per item no 49 above but with 2.5 Sqmm (Nominal Area) FRLS PVC insulated sheathed multi stranded copper conductor, 1100 Volts for one 3 pin socket out let 15 amps on independent board for geyser or AC point. Note for Sr. No 1 & 2 : Necessary PVC, rigid, concealed type junction boxes for identifying junction as required on site directed by Engr-in-charge for point wiring work with PVC dummy plates shall deemed to be included in the quoted
S&F Switch piano 6A 240 Volts complete all as directed
S&F Switch piano 15A 240 Volts complete all as directed
S&F Socket outlet 2 in 1, 3 pin, 5/6 amp with shutters complete.
S&F Socket outlet 2 in 1, 3 pin, 5 and 15 amp with shutters complete.
M & L ceiling rose surface type Bakelite 65 x 50 mm with three terminals complete all as directed
S&F of LED light fitting 1x20 watt, 220 volt AC decorative box type with driver, holders,including LED tube light connecting up with three core flexible copper conductor of suitable size from ceiling rose complete all as specified and directed.
S&F in replacement sheet metal enclosure powder coated ,MCB DB, D/D, 8 way confirming to IP-43 Protecton ixcluding one number MCB, SPN, 6-32, 10KA for incoming bus bar, neutral links, blanking plates etc, all as specified and directed.
S&F MCB Single pole 240 volts 6-32 Amps, 10KA, B-series, Make - Havells/L&T, Legrand
S&F MCB Single pole and neutral 240 volts 6-32 Amps, 10KA, B-series, Make - Havells/L&T, Legrand
S&F of ceiling fans complete with blades, down rods, with electronic regulator and accessories, 230 V, 1200 mm sweep. Min air delivery 210 CMM with service value 6.00 BEE with brushless direct current motor (BLDC) with remote controle complete all as specified and directed. Note: (1) Rate for trasportaion to deposit at E/M storeyard to ceiling fan deemed to be incuded in this rate. Make : Orient electric automiser, Crompton Energion HS 1200, Havells efficiencia.
S&F of 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 impact and corrosion resistant including thermal management in multiple optics complete with IP 65/66 protection with GI bracket of dia 40mm light grade of suitable size with complete. Make:- rompton/CG/Philips/Luker.
Supplying, laying, jointing and testing under ground XLPE insulated armoured heavy duty electric cable with aluminium conductor 1100 vols grade cross sectional area 16 Sqmm 2 core laid in trences, in floor, in duct, through pipes or along the pole including taking down old one complete all as specified and directed by Engr-in-Charge.
Excavation in trenches in soft/loose soil not exceeding 1.50 mtr wide and not exceeding 1.50 mtr in depth for foundation of poles/ stays/ laying of cables etc and getting out including trimming of sides of trenches complete all as specified and directed.
Returning, filling the soft / loose soil including spreading, leveling watering and well ramming in layers not exceeding 25 cms thick each layer complete all as specified and directed.
Removing of surplus excavated soil to a distance not exceeding 50 mtr away and depositing where directed at a level not exceeding 1.5 mtr above the starting point complete all as specified and directed.
M&L for sand cushioning to under ground cable with a layer of sand 8 cm thick before laying of cable and 15 cm thick after laying of cable complete all as specified and directed.
M&L for brick protection using old size sub class ‘B’ bricks, laid flat, dry adjacent to each other laid length wise perpendicular to the axis of cable complete all as specified and directed.
JOGRAJ CONSTRUCTION COMPANY (BID ID -3522327)
DUGGAL CONSTRUCTION CO (BID ID -3522323)
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