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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.1 LAccepted-AOC | L1 | Accepted-AOC LOWEST | |
| 2 | L2₹18.9 L+₹33,723.56 (1.82%)Rejected-Finance | L2 | Rejected-Finance Not Lowest | |
| 3 | L3₹20.7 L+₹2.1 L (11.6%)Rejected-Finance | L3 | Rejected-Finance Not Lowest | |
| 4 | L4₹21.9 L+₹3.4 L (18.1%)Rejected-Finance | L4 | Rejected-Finance Not Lowest | |
| 5 | L5₹22.1 L+₹3.5 L (19.1%)Rejected-Finance FAZILKA CANAL GROUND WATER DIVISION WATER RESOURCES PUNJAB FEROZEPUR | FAZILKA | PUNJAB | 152020 | L5 | Rejected-Finance Not Lowest |
| Sl No | Description | Qty | Unit | KATARIA CONSTRUCTION L2 | RUCHIKA CONSTRUCTIONS L1 | Manveer Energy L3 | P.K ENTERPRISES L4 | M/s Syal Construction Co. L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Taking down chowkat with shutter exc 1.5 sq.m but n.exc 4 Sqm each and refixing the shutter in same opening all as specified and directed complete all as specified and directed by Engr-in-Charge. | 9 | Each | 150 ₹1,350 | 250 ₹2,250 | 200 ₹1,800 | 100 ₹900 Lowest | 180 ₹1,620 |
| 2.00 | Taking down chowkats or frames with shutters (with out taking off shutters from the frame) not exceeding 1.50 Sqm each all as specified . | 15 | Each | 150 ₹2,250 | 80 ₹1,200 Lowest | 140 ₹2,100 | 100 ₹1,500 | 120 ₹1,800 |
| 3.00 | S&F in repair steel window 1.25mm thick box type(primer coated) ERW hollow "P" SECTION OF SIZE 60mm x 25mm single rebated comprisese Glazed skeleten shutter ERW section 50mm x 20mm and 1mm thick two openable leaf consisting two nos of sash bar of flat iron 12mm x 3mm complete welded to frame with one vertical mullion of ERW box type "T" section of size 60mm x 25mm and 1.25mm thick including cutting holes and making good dismantled portion in PCC(1:2:4) type B-1, four nos for each window including following fittings. Hold fast 150mm long of 12mm x 3mm made to shape 04 Nos per windows handle of Z section 20mm x 25 mm, 100 long - 01No. per leaf. mS tower bolt 150mm long -02 nos per leaf.Ms pintol hinges of size 100mm x 14mm -02 Nos per leaf. Z section 20mm x 25mm x 100mm long stopper - per leaf. Make : M/s Tee Pee enterprises, Mis friends manufacturing Co., Kotkapura Note: Glass & painting shali be measured & paid seperately under appropriate items of BOQ | 18 | Sqm | 3,000 ₹54,000 Lowest | 3,200 ₹57,600 | 6,000 ₹1,08,000 | 7,000 ₹1,26,000 | 6,200 ₹1,11,600 |
| 4.00 | S & F Pressed steel frames (125 x 60mm ) for doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate etc., complete as specified. | 55 | Per RM | 350 ₹19,250 | 425 ₹23,375 | 300 ₹16,500 Lowest | 300 ₹16,500 Lowest | 450 ₹24,750 |
| 5.00 | Plain, framed, panelled shutters (any number of panels), with panels of timber flat on both sides (feather edged), or of veneered particle board medium density, wood particle board with commercial face veneers: supplied and fitted to chowkats | 15.39 | Sqm | 2,500 ₹38,475 | 1,800 ₹27,702 Lowest | 2,000 ₹30,780 | 2,000 ₹30,780 | 2,250 ₹34,627.5 |
| 6.00 | S&F steel ventilators fixed type 1.25mim thick box type(primer coat) ERW hollow "P" section of size 60mm x 25mm single rebated optional full glass or wire mesh complete all as specified and directed by Engineer-in-charge | 0.4 | Sqm | 3,000 ₹1,200 | 2,900 ₹1,160 | 1,300 ₹520 Lowest | 1,500 ₹600 | 1,350 ₹540 |
| 7.00 | S&F galvanised stainless steel wire cloth, 0.56mm nominal dia of wire and average width of aperture 1.18mm and fixed with tinned tacks or galvanesed wire stapels complete all as specifed and directed. | 15.3 | Sqm | 450 ₹6,885 | 450 ₹6,885 | 370 ₹5,661 Lowest | 450 ₹6,885 | 400 ₹6,120 |
| 8.00 | S&F 4.0mm thick Sheet glass, ordinary quality and glazing with oil putty in square n exc 0.5 sq. m in each pane complete all as specified | 14.4 | Sqm | 600 ₹8,640 | 550 ₹7,920 | 550 ₹7,920 | 550 ₹7,920 | 540 ₹7,776 Lowest |
| 9.00 | S&F 4.0mm thick Figured glass, pin head type and glazing with oil putty in squares n exc 0.5 sq. m in each pane complete all as specified | 0.3 | Sqm | 600 ₹180 | 550 ₹165 | 500 ₹150 | 550 ₹165 | 480 ₹144 Lowest |
| 10.00 | Dismantling Asbestos cement (corrugated, semicorrugated, etc.) sheets in roof coverings complete all as specified and directed by Engr-in-Charge. | 645 | Sqm | 25 ₹16,125 | 20 ₹12,900 | 15 ₹9,675 Lowest | 20 ₹12,900 | 18 ₹11,610 |
Tender Value
₹22.8 L
EMD Value
₹45,540
Closing Date
25 Sept 2025, 6:00 pmClosed
GARRISON ENGINEER ABOHAR
GARRISON ENGINEER ABOHAR, PIN-152116, PB
SPECIAL REPAIR AND REPLACEMENT WORK OF ASBESTOS ROOFING AT CERTAIN BLDGS AND OTHER SANCTIONED WORKS AT FAZILKA MIL STATION.
2025_MES_725807_2
TOKEN NO GE ABH-23/2025-26
Open Tender
Civil Works
Item Rate
180 days
FAZILKA MIL STN
AS PER NIT
7 documents required · 7 mandatory
₹500
GE ABOHAR
₹45,540
Yes
1 Dec 2025
4 Sept 2025
27 Sept 2025
4 Sept 2025
25 Sept 2025
11 Sept 2025
Amount
Taking down chowkat with shutter exc 1.5 sq.m but n.exc 4 Sqm each and refixing the shutter in same opening all as specified and directed complete all as specified and directed by Engr-in-Charge.
Taking down chowkats or frames with shutters (with out taking off shutters from the frame) not exceeding 1.50 Sqm each all as specified .
S&F in repair steel window 1.25mm thick box type(primer coated) ERW hollow "P" SECTION OF SIZE 60mm x 25mm single rebated comprisese Glazed skeleten shutter ERW section 50mm x 20mm and 1mm thick two openable leaf consisting two nos of sash bar of flat iron 12mm x 3mm complete welded to frame with one vertical mullion of ERW box type "T" section of size 60mm x 25mm and 1.25mm thick including cutting holes and making good dismantled portion in PCC(1:2:4) type B-1, four nos for each window including following fittings. Hold fast 150mm long of 12mm x 3mm made to shape 04 Nos per windows handle of Z section 20mm x 25 mm, 100 long - 01No. per leaf. mS tower bolt 150mm long -02 nos per leaf.Ms pintol hinges of size 100mm x 14mm -02 Nos per leaf. Z section 20mm x 25mm x 100mm long stopper - per leaf. Make : M/s Tee Pee enterprises, Mis friends manufacturing Co., Kotkapura Note: Glass & painting shali be measured & paid seperately under appropriate items of BOQ
S & F Pressed steel frames (125 x 60mm ) for doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate etc., complete as specified.
Plain, framed, panelled shutters (any number of panels), with panels of timber flat on both sides (feather edged), or of veneered particle board medium density, wood particle board with commercial face veneers: supplied and fitted to chowkats
S&F steel ventilators fixed type 1.25mim thick box type(primer coat) ERW hollow "P" section of size 60mm x 25mm single rebated optional full glass or wire mesh complete all as specified and directed by Engineer-in-charge
S&F galvanised stainless steel wire cloth, 0.56mm nominal dia of wire and average width of aperture 1.18mm and fixed with tinned tacks or galvanesed wire stapels complete all as specifed and directed.
S&F 4.0mm thick Sheet glass, ordinary quality and glazing with oil putty in square n exc 0.5 sq. m in each pane complete all as specified
S&F 4.0mm thick Figured glass, pin head type and glazing with oil putty in squares n exc 0.5 sq. m in each pane complete all as specified
Dismantling Asbestos cement (corrugated, semicorrugated, etc.) sheets in roof coverings complete all as specified and directed by Engr-in-Charge.
Dismantling timber scantlings 40 sq. cm and over in any position complete all as specified and directed by Engr-in-Charge.
S&F steel work in tubular trusses, purlins etc. including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I.S.1161-1979 grade St.-240 and steel is painted one shop coat of zinc chromate primer paint complete all as specified and directed by Engr-in-Charge.
S&F pre-painted galvalume aluminum 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 Engr-in-Charge.
Demolition of Brickwork or stone/boulder masonry, built in CM or cement lime mortar including all quions, arches, pillars etc, but excluding ashlar facings, dressed stonework & precast concrete articles complete all as specified and directed by Engr-in-Charge.
M&L Brick work with old size burnt fly ash bricks, straight or curved on plan exceeding 6 mtr mean radius built in CM 1:6 all as specified and directed by Engineer - in - Charge .
Taking down cement or cement lime plaster from brick walls etc including raking out joints, hacking for key scrubbing down with water etc.
M & L rendering 15mm thick on fair faces of brick work or concrete surfaces in CM 1:4 finished even & smooth without using extra cement all as specified and directed by Engineer - in - Charge .
M & L rendering 15mm thick on fair faces of brick work or concrete surfaces in CM 1:6 finished even & smooth without using extra cement all as specified and directed by Engineer - in - Charge .
M&L applying two coats of cement base paint on newly plastered or unplastered wall surface including preparation of surfaces complete all as specified & directed by Engineer-in-Charge
M&L preparing surface of wood and wood based surface new on any description not other wise described over 10cm with or girth and applying two coats of synthetic enamel paint over a coat of pink primer all as specified and directed by Engineer-in-Charg
M&L applying two coats of synthetic enamel paint over a coat of red oxide or zinc chromate primer including preparation of new steel or iron surfaces exc 10 cm width or girth, complete all as specified and directed by Engr-in-Charge.
M&L applying two coat of synthetic enamel paint on old decorated wooden surfaces exc 10 cm width or girth, including preparation of surfaces, complete all as specified and directed.
M&L applying two coats of synthetic enamel paint including preparation of old steel or iron surfaces exc 10 cm width or girth, complete all as specified and directed.
M&L for preparation of old plastered surfaces by removing old treatment and applying two coats of cement base paint over a coat of alkali-resistant primer of approved shade on walls all as specified & directed by Engineer-in-Charge
M&L for preparation of old plastered or unplastered surface by complete removal of existing treatment and applying two coats of white wash on wall surfaces all as specified and directed.
S & F 200 mm long aluminium anodised barrel tower bolt of extended section and fixed.
S & F 250 mm Aluminium alloy, anodised,sliding door bolt with hasp, staple(bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy and fixed.
S & F Floor door stopper of aluminium alloy body tongue, anodised with hard drawn steel spring 150 mm fixed in floor all as specified and directed.
S & F 150 mm size Aluminium handles, cast type, anodised
Excavating in soft/loose soil in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering, and removing surplus soil to a distance n exc 50 m and making good surface complete all as specified.
Excavating in trenches, n exc 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 in soft/loose soil
Surface excavation n. exc 30cm deep & averaging 15cm deep and getting out in soft / loose soil.
Returning, filling in, including spreading, levelling, watering & well ramming in layers n. exc 25 cm in soft/loose soil.
Spreading & levelling in layers n exc. 25 cm thick & well ramming incl. watering as required. Note :- Good earth obtained from excavation from bldg and path work is used for levelling purpose.
Removing excavated soil n exc. 50 m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified.
M&L for PCC 1:4:8 type D2 (using 40 mm graded stone aggregate) in mass concrete and foundations, filling and mass concreting
M&L for PCC 1:2:4 type B2 (using 40 mm graded stone aggregate) in mass concrete and foundations, filling and mass concreting
M&L for hardcore of broken brick of gauge n exc. 63mm, deposited, spread & levelled in layers n exc. 15 cm thick, watered & rammed to a true surface
M&L for brickwork with old size subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius built in CM 1:6 all as specified and directed by Engineer - in - Charge .
M&L for 40mm thick damp proof course in PCC 1:2:4 type B-0 to horizontal or vertical surfaces including necessary formwork and applying evenly a coat of blown type bitumen at the rate of 1.50 kg per square metre and blinding with clean dry sand @ 0.05 cu. m. per sq. m including polythene film, 150 micron thick, laid on a coat of bitumen primer, @ 0.30 to 0.50 kg per sq. m complete all as specified and as directed.
M&L for preparation and applying two coats of cement base paint over a coat of alkali resistant primer on newly plastered surfaces of wall complete all as specified and as directed by Engineer-in-Charge..
S&F Fe 410 -W (GdeE- 250) qualityA mild steel plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment
S&F for 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 conforming to Fe.290 Gde-E-165
S&F 1.00 mm thick mild steel, plain, black sheet in wall cladding, steel gates and similar work, cut to size, holes punched; including round headed screws, clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc. as required complete all as specified and directed by Engineer-in-Charge.
S&F expanded metal (weight n exc. 4 Kg/Sqm), cut to length, bent to shape required and tying with and including annealed mild steel wire not less than 0.9mm dia or fixing with galvanised steel staples complete to wood or steel members.
Providing and fixing 0.71 mm thick Precoated colour or mill finish Aluminium Ridges plain (500-600mm) of alloy IS designation 31500, Aluminium Alloy (AA) 3004 (ISO designation). For colour, coating shall be 5-7 microns epoxy primer on both sides of the sheet and polyester top coat 15-18 microns, using self drilling/ tapping SS screws of size M6, 60 mm long with 3 mm EPDM seal and SS plain washer
S&F MS flat iron as in wind ties for roof including securing bolts; as directed, drilling holes, notching for wire, etc.; including all necessary drilling, bolting or riveting etc., and similar work conforming to Fe-290 Gde E-165.
M&L 75mm thick PCC 1:4:8 type D-2 using 40mm graded stone aggregate as in sub floors, sub bases, floors and pavings etc. complete all as specified.
M&L 25mm thick PCC type B-1, (1:2:4) using 20mm graded stone aggregate as in sub bases, floors and pavings etc. complete all as specified.
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 over 20mm thick screed bed in CM (1:6) including rubbing and polishing complete all as specified.
Surface excavation n. exc 30cm deep & averaging 15cm deep and getting out in soft / loose soil.
M&L for hardcore of broken brick of gauge n exc. 63mm, deposited, spread & levelled in layers n exc. 15 cm thick, watered & rammed to a true surface
M&L 75mm thick PCC 1:4:8 type D-2 using 40mm graded stone aggregate as in sub floors, sub bases, floors and pavings etc. complete all as specified.
Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete.
S&F factory made precast PCC solid block (1:2:4) type B-1 using 20 mm graded crushed stone aggregate as in kerb stones of size 300mmx150mmx300mm machine made set in cement and sand mortar (1:4) complete all as specified.
M&L for preparation of new concrete surfaces of any description over 10cm girth or width in road side kerbs, edges etc. and applying two coats of plastic emulsion paint over a coat of promer complete all as specified and as directed.
S&F 110mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors complete all as specified and as directed.
Cement concrete type C2 1:3:6 (M-10) (Nominal mix) using 40 mm graded crushed stone aggregates in foundation filling and mass concrete complete all as spd.
M&L PCC in roof kerbs of mud stops, rounded or chamfered on edges type B1 (1:2:4) using 20 mm graded aggregate complete all as spd.
M&L RCC type B1 (1:2:4) using 20 mm graded aggregate in Columns, pillars, piers, posts and struts complete all as spd.
M&L Mild steel TMT bars 10mm dia & over,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends & binding with & including mild steel wire (annealed) not less than 0.9mmdia or securing with clips quality
M&L Mild steel TMT bars 5mm dia & over upto & including 10mm dia in stirrups, spacers & binders, cut to length, bent to shape required, binding with & including mild steel wire (annealed) not less than 0.9mmdia or securing with clips quality
M&L Applying two coats of synthetic enamel paint on brick, stone, concrete, asbestos cement or plaster surface of any description over 10cm girth or width, not otherwise described including preparation of new surface & priming paints plaster coat
KATARIA CONSTRUCTION (BID ID -3428473)
Manveer Energy (BID ID -3434508)
P.K ENTERPRISES (BID ID -3429020)
M/s Syal Construction Co. (BID ID -3434879)
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