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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.5 LAccepted-AOC 65 DEEP NAGAR BIRRING ROAD JALANDHAR CANTT PB | L1 | Accepted-AOC Lowest and reasonable bid | |
| 2 | L2₹17.0 L+₹1.5 L (9.91%)Rejected-Finance | L2 | Rejected-Finance Other than lowest bid | |
| 3 | L3₹17.3 L+₹1.9 L (12.0%)Rejected-Finance 129 PANCH SHEEL VENUE DEEP NAGAR JALANDHAR CANTT PB | L3 | Rejected-Finance Other than lowest bid |
Tender Value
₹17.5 L
EMD Value
₹35,000
Closing Date
5 Sept 2020, 6:00 pmClosed
Garrison Engineer (West) Jalandhar Cantt
Garrison Engineer (West) Jalandhar Cantt
As described in Bill of quantities
2020_MES_367862_1
GE/JAL(W)-37/2020-21
Open Tender
Civil Works
Item Rate
153 days
Jalandhar Cantt
As per Tender Documents
8 documents required · 8 mandatory
₹500
Garrison Engineer (West) Jalandhar Cantt
₹35,000
Yes
22 Sept 2020
10 Aug 2020
7 Sept 2020
10 Aug 2020
5 Sept 2020
24 Aug 2020
Amount
Schedule 'A' Part-I (B/R Works)
Surface dressing/clearance/removal of debris and uprooting of grass shrubs etc. n.exc (not exceeding) 15cm deep and getting out in soft/loose soil complete all as specified and as directed.
Excavation in trenches not exc. 1.5 m wide and n. exc. 1.5m in depth for foundation, etc, or for shafts, wells, cesspits, manholes, pier holes, sewage line etc. and getting out in soft/loose soil complete all as specified and as directed.
Excavation over areas n.exc. 1.5 m deep for foundation, etc, or for shafts, wells, cesspits, manholes, pier holes, sewage line etc. and getting out in soft/loose soil complete all as specified and as directed.
Returning filling in, including, spreading, leveling and well ramming in layers not exceeding 25cm complete all as specified and directed.
Removing excavated material to a distance n exc 50 metre and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed.
Material and labour for 40-50mm thick sand filling under floors or in foundation including consolidation with plate vibrator before and after laying paver blocks etc complete all as specified and as directed.
Material and labour for hard core of broken stone or boulders gauge exceeding 63mm but not exceeding 100 mm deposited, spread and leveled in layers not exc.15 cms thick, each layer watered and rammed to a true surfaces complete all as specified and as directed.
Material and labour for cement concrete 1:4:8 type D-2 using 40mm graded crushed stone aggregate as in sub base/foundation filling/mass concrete/ sunken floor etc, complete all as specified and as directed.
Material and labour for treating the bottom and side surface of filled earth at the rate of 5 litres of emulsion per square metre of surface complete all as specified and as directed.
Material and labour 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 surface fair finished complete all as specified and as directed.
Material and labour for reinforced cement concrete M-25 design mix) (20mm graded graded stone aggregate in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed.
Material and labour for formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc.surface fair finished complete all as specified and as directed.
Material and labour for reinforced cement concrete M-25 design mix) (20mm graded graded stone aggregate in Beams, cantilevers, bressummers, lintels over 1.5m span and the like complete all as specified and as directed.
Material and labour for formwork to sides of pillars, posts, struts, piers, columns and stanchions surface fair finished complete all as specified and as directed.
Material and labour for reinforced cement concrete M-25 design mix) (20mm graded graded stone aggregate in column, piers, posts and struts complete all as specified and as directed.
Material and labour for form work to soffits of suspended slabs such as roof slabs, floor slabs, shelves, landing and similar work not exceeding 200mm thick (horizontal or sloping) and to edges of concrete surface fair finished complete all as specified and as directed.
Material and labour for reinforced cement concrete M-25 design mix) (20mm graded graded stone aggregate in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed.
Material and labour for 60 mm thick, machine pressed precast concrete interlocking paver block M-40 grade, any shape and size, conforming to IS 15658-2006, with grey cement and pigment, complete all as specified and as directed.
Material and labour for 80 mm thick, machine pressed precast concrete interlocking paver block M-40 grade, any shape and size, conforming to IS 15658-2006, with grey cement and pigment, complete all as specified and as directed.
Material and labour for reinforced cement concrete 1:2:4 type B-1, using 20mm graded stone aggregate as in roof kerbs, mud stops, coping/ benching/bed plates/plinth band lintles etc. and similar work including weathering, slightly rounded or chamfered edges and throating including necessary form work complete all as specified and as directed.
Material and labour for 100mm thick cement concrete 1:4:8 type D-2, using 40mm graded crushed stone aggregate as in sub base of floor surface finished even and rough without using extra cement complete all as specified and directed.
Material and labour for 75mm thick cement concrete 1:4:8 type D-2, using 40mm graded crushed stone aggregate as in sub base of floor surface finished even and rough without using extra cement complete all as specified and directed.
Material and labour for 75mm thick cement concrete 1:2:4 type B-1, using 20mm graded crushed stone aggregate as in floor surface finished even and smooth without using extra cement complete all as specified and directed.
Material and labour for treating the top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface complete all as specified and as directed.
Material and labour for 25mm thick cement concrete 1:2:4 type B-0, using 12.5mm graded crushed stone aggregate as in sub base/levelling course, surface finished rough to receive topping floor/tiles complete all as specified and directed.
Material and labour for chequered cement concrete tiles 20cm x 20cm x 25mm thick, set, jointed and pointed in neat cement slurry in floors laid over and including 20mm thick screed bed or bedding layer in cement mortar 1:6, set and jointed in neat cement slurry and pointing in white cement with pigment to match complete all as specified and directed.
Material and labour for 75mm thick PCC 1:3:6 type C-2 using 40mm graded aggregate as in plinth protection and path finishing the surface even and fair without using extra cement complete all as specified and as directed.
Forming Contraction (Dummy) joints 100mm deep x 10mm wide, filled with sealing compound grade-A, complete all as specified and directed.
Material and labour for brick work with sub class 'B' bricks, straight or corvered on plan exc. 6.0m mean radius built in cement mortar 1:6 complete all as specified and as directed.
Material and labour for mild steel high yield strength TMT bars 10mm dia and over cut to length bent to shape required, including cranking, hooking ends, bending and binding with and including MS wire (annealed) not less than 0.9mm dia complete all as specified and as directed.
Material and labour for mild steel high yield strength TMT bars 6mm dia and over cut to length bent to shape required, as in stirrups, spacers, binders etc. including cranking, hooking ends, bending and binding with and including MS wire (annealed) not less than 0.9mm dia complete all as specified and as directed.
Material and labour for steel ventilator with top hung shutter including hinges, steel peg stay, complete all as specified and as directed.
Material and labour for 15mm thick rendering in cement mortar 1:4 on fair faces of brick work or concrete surfaces finished even and fair without using extra cement complete all specified and as directed.
Material and labour for 15mm thick rendering in cement mortar 1:6 on brick work or concrete surfaces finished even and smooth without using extra cement complete all specified and as directed.
Material and labour for 5mm thick rendering in cement mortar 1:3 on brick work or concrete surfaces finished even and smooth without using extra cement complete all specified and as directed.
Material and labour for 15mm thick rendering in cement mortar 1:3 on roof surfaces with water proofing compound @ 3% by weight of cement finished even and smooth without using extra cement complete all specified and as directed.
Supply only integral water proofing compound @ 3% percent by weight of cement complete all as specified and as directed.
Material and labour for 3mm thick superior Atactic poly propylene modified polymeric membrance waterproofing treatment of weight not less than 3.6 Kg per sqm with properties of high penetration and the centre core consisting of 90 micron high Molecular-High Density polyethylene (HMHDPE) film consisting of five layers. The superior multi polyplus is to be laid after preparing the surfaces by cleaning thoroughly to achieve a smooth surface over and including a coat of bitumen primer @ 0.30 Litre per sqm over a coat of hot applied Blown Bitumen of grade 85/25 @ 1.2 kg per sqm. The overlaps between super multi polyplus are minimum 10cm seam in width/lengthwise complete all as specified and all as per manufacturer’s directions.
Material and labour for prepration of surface and applying two coats of white (lime) wash on new surface of ceiling complete all as specified and as directed.
Material and labour for preparation of newly plastered surface of walls and applying two coats of dry distemper over a coat of chalk whiting primer complete all as specified and as directed.
Material and labour for preparation of newly plastered surfaces of walls and applying two coats of cement base paint over a coat of cement primer complete all as specified and directed.
Material and labour for preparation of new steel surfaces of any description, not otherwise described not exceeding 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed.
Schedule 'A' Part-II (Internal electrification)
Material and labour for concealed point wiring with 1.5 Sq.mm (nominal area) single core PVC insulated and unsheathed, FRLS cable, multi-stranded, copper conductor cable 1100 Volts grade with universal colour code (Phase & Neutral), in and including PVC concealed conduit medium grade (ISI marked) with accesories like bends, tee junction boxes etc. with sunk pressed steel terminal boxes and providing 3mm thick bakelite sheet top cover including earth wire of PVC insulated FRLS cable, copper conductor multi-stranded, 1.5 Sq.mm size in green colour, for one light /call bell/fan point controlled by one, one way switch complete all as specified and as directed.
Material and labour for concealed point wiring with 1.5 Sq.mm (nominal area) single core PVC insulated and unsheathed, FRLS cable, multi-stranded, copper conductor cable 1100 Volts grade with universal colour code (Phase & Neutral), in and including PVC concealed conduit medium grade (ISI marked) with accesories like bends, tee junction boxes etc. with sunk pressed steel terminal boxes and providing 3mm thick bakelite sheet top cover including earth wire of PVC insulated FRLS cable, copper conductor multi-stranded, 1.5 Sq.mm size in green colour, for one three pin socket outlet 5 Amps on independent board complete all as specified and as directed.
Supply and fixing switch piano flush button type, 5 Amps, AC, single pole, one way, 230 Volts (ISI Marked) complete all as specified and as directed.
Supply and fixing switch socket combination multipurpose flush type 5 Amps, AC, 5 pin, single pole, one way, 230/250 Volts (ISI Marked) complete all as specified and as directed.
Supply and fixing ceiling rose, surface bakelite, 65mm x 50mm having 3 terminals, PVC polycarbonate, isolated body complete all as specified and as directed.
Supply and fixing sheet metal enclosures for MCB's, single door, distribution board single pole and neutral 4way, 240 Volts with 200Amps rated bus bar complete all as specified and as directed.
Supply and fixing MCB's, single pole, 6 to 32 Amps, 240 Volts complete all as specified and as directed.
Supply and fixing Isolator, single pole and neutral, 32 Amps, 240 Volts complete all as specified and as directed.
Supply and fixing LED batten light fitting (double side) 1X22Watts decorative ultra slim aluminium square profile LED light fixture retrofit with 2100 lumen output with internal surge protection device of 4KV with voltage band of 140-280V CRI 6500K (white light) with LED rod 22Watts with fixtures box type and making electrical connections to ceiling rose using PVC insulated and overall sheathed flexible copper conductor of size 0.75Sqmm 3 core complete all as specified and as directed.
Supply and fixing in replacement LED street light fitting 25Watts retrofit with and including LED lamp pressure dia cast aluminium IP66, 25watts with fixtures box type and making electrical connections to ceiling rose using PVC insulated and overall sheathed flexible copper conductor of size 0.75Sqmm 3 core complete all as specified and as directed.
Material and labour for earthing complete with galvanised steel earth plate, electrode 600 x 600 x 6mm thick buried directly in ground (earth pit not less than 2.25 metre below normal ground level) with top edge of the plate not less than 1.5metres below normal ground level, connected and including GI earth lead wire 4mm dia connected to earth plate by means of nuts, bolts, check nuts and washers of galvanised iron or steel, GI earth wire protected by 15mm dia GI pipe 'light grade' upto 2 metre above ground level and connected to machinery earth plate surrounded by packed alternate layers of charcoal and common salt 15cm thick all around top and bottom and watering pipe 20mm bore GI light grade all as shown in electrical plate No 3 of SSR Part-I of 2009, testing on completion including providing PCC chamber (1:3:6) using 20mm graded stone aggregate and 50mm thick cover with RCC 1:2:4 type B-1 and 8mm dia TMT bars 100mm C/C bothway and frame including excavation earthwork and returning filling etc, complete all as specified and directed. Note :- Earth pit shall be constructed 50cm from the side of excavation to avoid sinking of pit.
Excavation in trenches not exc. 1.5 m wide and n. exc. 1.5m in depth for foundation, etc, or for shafts, wells, cesspits, manholes, pier holes etc. and getting out in soft/loose soil complete all as specified and as directed.
Returning filling in, including, spreading, leveling and well ramming in layers not exceeding 25cm complete all as specified and directed.
Removing excavated material to a distance n exc 50 metre and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed.
Supply, fixing and laying GI tubing light grade 40 mm bore with all necessary fitting laid in trenches, under road crossing, in floors or fixed to poles/DB for cable protection etc complete all as specified and as directed.
Supply and laying XLPE insulated, armoured screened PVC bedded, galvanised steel strip or wire armored, electric power cables (heavy duty) 1100 volts grade with stranded aluminium conductor of cross sectional area10Sqmm, 2core complete all as specified and as directed.
Material and labour for sand filling in trenches for cable cushioning 8cm below and 15cm above the cable and compaction complete all as specified and as directed.
Material and labour for sub class 'B' bricks laid in trenches for cable protection complete all as specified and as directed.
M/S Vinod Kumar
NATIONAL BUILDERS
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