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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.0 LAccepted-AOC 231 JAGGI GARDEN BALDEV NAGAR AMBALA CITY HARYANA 134003 | AMBALA CITY | AMBALA | HARYANA | 134003 | L1 | Accepted-AOC BEING LOWEST BIDDER | |
| 2 | L2₹17.5 L+₹52,117 (3.07%)Rejected-Finance 300 PREM BASTI 10 SANGRUR SANGRUR PUNJAB 148001 | SANGRUR | PUNJAB | 148001 | L2 | Rejected-Finance OTHER THAN LOWEST BIDDER | |
| 3 | L3₹17.6 L+₹60,710.50 (3.58%)Rejected-Finance 32 FATEH ENCLAVE OFFICERS ENCLAVE PHASE II PATIALA 147001 PB | PATIALA | PATIALA | PUNJAB | 147001 | L3 | Rejected-Finance OTHER THAN LOWEST BIDDER | |
| 4 | L4₹17.8 L+₹85,474.60 (5.04%)Rejected-Finance | L4 | Rejected-Finance OTHER THAN LOWEST BIDDER | |
| 5 | L5₹18.5 L+₹1.6 L (9.16%)Rejected-Finance | L5 | Rejected-Finance OTHER THAN LOWEST BIDDER |
Tender Value
Refer Docs
EMD Value
₹37,000
Closing Date
24 Jul 2021, 6:00 pmClosed
GE AF AMBALA
GE AF AMBALA
GE AF/AMB-49/2021-22 PROVISION OF DI HUT IN MT SECTION, RAINWATER DRAINAGE SUMPS TO DISPOSE OFF RAINWATER INTO GROUND AND CERTAIN OTHER WORK AT AF STATION PATIALA UNDER GE (AF) AMBALA
2021_MES_422793_4
GE AF/AMB-49/2020-21
Open Tender
Civil Works
Item Rate
180 days
GE AF AMBALA
ALL AS PER NIT AND TENDER DOCUMENTS
11 documents required · 11 mandatory
₹500
GE AF AMBALA
₹37,000
Yes
19 Aug 2021
2 Jul 2021
26 Jul 2021
2 Jul 2021
24 Jul 2021
10 Jul 2021
Amount
Excavating in post holes (or similar holes) each not exceeding 0.5cum, returning, filling in, getting out in soft / loose soil and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm and removing surplus soil to a distance not exceeding 50m complete all as specified and as directed
Excavation over areas, not exceeding 1.5m deep and getting out in soft/loose soil complete all as specified and as directed
Excavation over areas, exceeding 1.5m deep but not exceeding 3.0m and getting out in soft/loose soil complete all as specified and as directed
Excavation over areas, exceeding 3.0m deep but not exceeding 4.5m and getting out in soft/loose soil complete all as specified and as directed
Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundations, manholes, etc. or for laying cables/pipes, erecting poles, etc.not exceeding 10sqm on plan and getting out in soft / loose soil complete all as specified and as directed
--ditto-- all as per serial item No. 5 hereinabove but depth exceeding 1.5m but not exceeding 3m
--ditto-- all as per serial item No. 5 hereinabove but depth exceeding 3m but not exceeding 4.5m
--ditto-- all as per serial item No. 5 hereinabove but depth exceeding 4.5m but not exceeding 6m
--ditto-- all as per serial item No. 5 hereinabove but depth exceeding 6m but not exceeding 7.5m
--ditto-- all as per serial item No. 5 hereinabove but depth exceeding 7.5m but not exceeding 9m
--ditto-- all as per serial item No. 5 hereinabove but depth exceeding 9m but not exceeding 10.5m
--ditto-- all as per serial item No. 5 hereinabove but depth exceeding 10.5m but not exceeding 12m
--ditto-- all as per serial item No. 5 hereinabove but depth exceeding 12m but not exceeding 13.5m
--ditto-- all as per serial item No. 5 hereinabove but depth exceeding 13.5m but not exceeding 15m
--ditto-- all as per serial item No. 5 hereinabove but depth exceeding 15m but not exceeding 16.5m
--ditto-- all as per serial item No. 5 hereinabove but depth exceeding 16.5m but not exceeding 18m
--ditto-- all as per serial item No. 5 hereinabove but depth exceeding 18m but not exceeding 19.5m
--ditto-- all as per serial item No. 5 hereinabove but depth exceeding 19.5m but not exceeding 21m
--ditto-- all as per serial item No. 5 hereinabove but depth exceeding 21m but not exceeding 22.5m
--ditto-- all as per serial item No. 5 hereinabove but depth exceeding 22.5m but not exceeding 24m
--ditto-- all as per serial item No. 5 hereinabove but depth exceeding 24m but not exceeding 25.5m
--ditto-- all as per serial item No. 5 hereinabove but depth exceeding 25.5m but not exceeding 27m
--ditto-- all as per serial item No. 5 hereinabove but depth exceeding 27m but not exceeding 28.5m
--ditto-- all as per serial item No. 5 hereinabove but depth exceeding 28.5m but not exceeding 30m
--ditto-- all as per serial item No. 5 hereinabove but depth exceeding 30m but not exceeding 31.5m
Returning, filling in, including, spreading, leveling, watering and well ramming in layers not exceeding 25cm deep as in any type of soil complete all as specified and as directed
Removing excavated materials to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point in any type of soil including spreading in low lying area and leveling complete all as specified and as directed
Filling under floors with earth obtained from excavation, spreading, levelling in layers not exceeding 250mm thick, well ramming including watering as required complete all as specified and as directed
M&L for hard core of gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface, using broken stone or boulders complete all as specified and as directed
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 for rough finished surfaces complete all as specified and as directed
M&L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work not exceeding 200mm thick (horizontal or sloping) for fair finish complete all as specified and as directed
M&L for formwork to sides of pillar, columns, etc. in flat surfaces for rough finish complete all as specified and as directed
M&L for formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs not exceeding 200mm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exceeding 100mm but not exceeding 200mm wide complete all as specified and as directed
M&L for plain cement concrete in 1:4:8 (type D-2) using 40mm graded stone aggregates as in foundation, filling, mass concrete, etc. complete all as specified and as directed
M&L for 75mm thick plain cement concrete 1:3:6 (type C-2) using 40mm graded stone aggregate as in floors, plinth protection, pavings, etc. including making spike rolling to surfaces or making impressions of expanded metal whilst the concrete is green laid in alternate bays of 3m length and joints between bays filled with 85/25 grade bitumen and sand mix @ 1:2 complete all as specified and as directed
M&L for RCC M-25 (design mix) as in beams, bands, lintels, etc. complete all as specified and as directed Note: Formwork and reinforcement will be measured and paid separatey under respective item herein
M&L for RCC M-25 (design mix) as in slabs supported on walls, footings, etc. complete all as specified and as directed Note: Formwork and reinforcement will be measured and paid separatey under respective item herein
M&L for RCC M-25 (design mix) as in foundation footings, bases of columns, basement slabs, etc. complete all as specified and as directed Note: Formwork and reinforcement will be measured and paid separatey under respective item herein
M&L for precast RCC 1:2:4 type B-1 using 20mm graded stone aggregates as cover slabs, set in CM 1:4 complete all as specified and as directed
M&L for 40mm thick plain cement concrete 1:2:4 (type B-1) using 20mm graded stone aggregates as in floors, etc. complete all as specified and as directed
M&L for plain cement concrete 1:2:4 (type B-1) using 20mm graded stone aggregates as in surface channels, drains, etc. finished fair complete all as specified and as directed
M&L for plain cement concrete 1:3:6 (type C-1) using 20mm graded stone aggregates as in filling of hold fasts, coping, etc. including weathering, slightly rounded or chamfered angle and throating and formwork as necessary complete all as specified and as directed
M&L for plain cement concrete 1:2:4 (type B-1) using 20mm graded stone aggregates as in coping, bed plates, etc. including weathering, slightly rounded or chamfered angle and throating and formwork as necessary complete all as specified and as directed
M&L for mild steel TMT bars grade Fe-500D, 10mm dia, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and binding with and including MS wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed
M&L for mild steel TMT bars grade Fe-500D, 8mm dia, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and binding with and including MS wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed
M&L for mild steel TMT bars grade Fe-500D, 6mm dia upto and including 10mm, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and binding with and including MS wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed
M&L for mild steel TMT bars grade Fe-500D, 5mm dia and over, upto and including 10mm dia, as in stirrups, spacers, etc. cut to length, bent to shape required including cranking, bending and binding with and including MS wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed
M&L for mild steel round bars 8mm dia and over, cut to length, bent to shape required, including cranking, bending spirally conforming to Fe 410W (grade-E 250) quality-A as in spacers and tightening of fencing, etc. complete all as specified and as directed
M&L for framed works conforming to Fe 410-W (grade E-250) quality-A as in doors or gates of angle or other section with gusset plates, rails, braces, etc. drilled for fixing of steel sheeting or other coverings, doors, channels, beams, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging also fastening and fixing complete all as specified and as directed
M&L for 16mm dia MS round bars as in rungs, etc. complete all as specified and as directed
M&L for brickwork with sub-class 'B' bricks, straight or curved on plan exceeding 6m mean radius built in CM (1:6) complete all as specified and as directed
M&L for brickwork with sub-class 'B' bricks, straight or curved on plan exceeding 6m mean radius built in CM (1:4) complete all as specified and as directed
M&L rendering 15mm thick in cement mortar (1:6) on fair surfaces of PCC block / brick masonry wall / concrete surfaces, inner sides of drains, etc. finished even and smooth without using extra cement complete all as specified and as directed
M&L rendering 15mm thick in cement mortar (1:4) on fair surfaces of PCC block / brick masonry wall / concrete surfaces, inner sides of drains, roof, etc. finished even and smooth without using extra cement complete all as specified and as directed
M&L for rendering 5mm thick plaster, in cement mortar (1:3) on fair faces of concrete surfaces of soffits of slabs, ceilings, etc. finished even and smooth without using extra cement complete all as specified and as directed
M&L for preparing of new steel surfaces of any description over 10cm in width or girth and applying two coats of synthetic enamel paint (tint as approved) over a coat of red oxide zinc chrome primer complete all as specified and as directed
M&L for preparing of new wood / wood based surfaces of any description over 10cm in width or girth and applying two coats of synthetic enamel paint over a coat of pink primer, tint as approved complete all as specified and as directed
M&L for preparing of new plastered or unplastered surfaces and applying two coats of cement based paint (of approved tint) over a coat of chalk whitening on walls complete all as specified and as directed
M&L preparation of new plastered / unplastered and applying three coats of white wash on walls, etc. complete all as specified and as directed
M&L preparation of new plastered / unplastered and applying three coats of white wash on ceilings, etc. complete all as specified and as directed
M&L 35mm thick factory made plain framed paneled door shutter (two panels) 2nd class HW rail and style with lock rail and panels of 12mm thick ISI marked veeneered particle board with commercial veeneering on both faces, with size of rail and style shall be as per IS-1003 (Part-I) kiln seasoned and chemically pressure treated complete all as specified and as directed
S&F 35mm thick 2nd class hard wood glazed and skeleton shutters, open rebated and prepared to receive glass, gauge, etc and divided into squares, with plain, chamfered or rounded, mitred and rebated sash bars, any numbers, sizes of members of shutters as specified in clause 8.20 9(b) of SSR Part-I, edges of framing plain, chamfered or rounded, fitted with cut and mitred beads for securing glass, etc., supplied and fitted to chowkats complete all as specified and as directed
S&F steel window (box type) factory made double shutter (glazed and wire gauzed) with side hung shutters including pintle type hinges, steel handles fabricated type for each leaf duly welded, mild steel barrel tower bolts 150mm size (02Nos for each leaf) duly welded, with and including glazing bars dovetailed or welded including MS fillets, including provision and welding of guard bars including one shop coat of red oxide primer over window, frame & guard bars complete all as specified and as directed Notes: (i) Windows shall be fabricated as per HQ CE Chandigarh Zone drawing No. TD-219 Sh 1/3 to 3/3 dated 02 Jan 2007 amended dated 22 Jun 07 in Sh 1/3 and dt 15 Jun 07 in sh 2/3 & 3/3 & TD-220 sheet 1/3 to 3/3 These drawings shall be referred from the office of GE (AF) Ambala/HQ CWE AF AMBALA (ii) Glazing and wire gauge shall be measured and paid separately (iii) Double shutter area of opening shall be measured for payment purposes
--ditto-- all as per serial item No. 63 hereinabove but as in ventilators
S&F pressed steel frames of size 125x60mm, fabricated out of 1.25mm thick MS sheet, for doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate, etc. complete all as specified and as directed
S&F butt hinges, 50mm size, heavy weight, cold rolled mild steel complete all as specified and as directed
S&F 150mm long mild steel handle stove enameled black with back plate complete all as specified and as directed
S&F 150mm long mild steel barrel tower bolts stove enameled black with bright bolts complete all as specified and as directed
S&F 2nd class HW small fittings such as brackets, latch, hinge blocks and similar articles not exceeding 200cucm each complete all as specified and as directed
S&F mild steel sliding door bolts, 300mm long, plate type, stove enamelled black, with bright bolt not less than 12mm dia with and including a minimum of 6 bolts and nuts, four on bolt plate and two on staple plate and fixed complete all as specified and as directed
S&F 3mm thick sheet glass, ordinary quality, area not exceeding 0.5sqm in each pane, cut to required size and shape to existing wooden shutters / MS windows / shutters, etc. with glazing clips, glass oil putty, etc. complete all as specified and as directed
S&F galvanised mild steel wire cloth, 0.56mm nominal dia of wire and average width of aperture 1.18mm and fixed with tinned tacks, or galvanised wire staples complete all as specified and as directed
M&L for Atactic Poly Propaneylene (APP) modified bituminous membrane, weight not less than 4.0kg/sqm, reinforced with non-woven polyester fibre @160gm/sqm by torch method as per manufacturer's instructions complete all as specified and as directed Specifications for membrane: (i) Softening point 150oC minimum (ii) Cold flexibility (-)2oC minimum (iii) Single centre core non-woven polyester reinforcement of not less than 160gm/sqm (iv) Tensile strength of 650N/sqcm and 450N/sqcm in longitudinal and transverse directions respectively (v) Minimum elongation of >20% in both directions (vi) Dimensional stability of 1% maximum (vii) Water tightness / impermiable at 2kgf/sqcm (viii) Water absorption of not more than 1% on mass within 24hrs (ix) Overlaps of minimum 100mm on longitudinal direction and 150mm along transverse direction shall be maintained while laying
Supply and lay 150mm bore UPVC (Sch-40) pipe laid in trenches including all necessary fittings, joints and jointing materials complete all as specified and as directed
Supply and filling in gravel of size 6mm to 12.5mm at locations as in straining beds, etc. complete all as specified and directed
Supply and filling in gravel of size 3mm to 6mm at locations as in straining beds, etc. complete all as specified and directed
Supply and filling in gravel of size 1.5mm to 3mm at locations as in straining beds, etc. complete all as specified and directed
M&L for flat brick flooring laid over and including a 15mm layer of fine sand complete all as specified and directed
Supplying and lowering PVC pipe 150mm bore (internal dia) perforated housing pipe conforming to IS: 12818 for disposing off rainwater complete all as specified and directed
Supplying and lowering PVC pipe 150mm bore (internal dia) housing pipe with and including PVC screen around pipe conforming to IS: 12818 for disposing off rainwater complete all as specified and directed
S&F 150mm (internal dia) PVC plug, with MS clamp, MS plug cap in centering guides, etc. complete all as specified and directed
Supply and laying burnt bricks of sub-class 'B' designation 75 laid in trenches for cable protection complete all as specified and as directed
Supply, laying, jointing, connecting and testing 4 core 10sqmm XLPE insulated, screened, 1100V (earthed) grade, screwed, PVC bedded, galvanised steel strip armoured electric power cable, conforming to IS: 7098 (Part-I) 1988, heavy duty multi-stranded aluminium conductor laid in trenches / fixed on walls, etc. complete all as specified and as directed Note: Excavation and earthwork, sand cushion, brick cover will be measured and paid separately under respective item herein
M&L for fine dry river sand cushioning by laying 8cm thick layer below the cable for making soft bed and 15cm above the cable and then punning down to its consolidated thickness of 18cm after the cable is laid all as specified in SSR Part-I complete all as specified and as directed Note: Only punned thickness of sand shall be considered for measurement purposes
Supplying, fixing / laying steel water tubing, 50mm bore, light grade, galvanised with screwed and socketed joints, in any length, including supply and fixing all fittings, ISI marked conforming to IS -1239 and fixed to walls or laid in floors / trenches required for protection of electric clables complete all as specified and as directed
S&F sheet metal enclosures for MCB distribution board 240V single pole and neutral 6 way double door, IP-53 protection class, concealed inside the wall with 200Amps rated busbar including making good the disturbed surfaces also matching the exisiting surfaces complete all as specified and as directed
S&F MCB TPN 63A, 240V, B curve, 10kA complete all as specified and as directed
S&F MCB SP 5 to 32A, 240V, B curve, 10kA complete all as specified and as directed
S&F flame proof rotary type switch with termination box in aluminium alloy LM6 SP 16A 240V with wire guard complete all as specified and as directed
M&L for point wiring, concealed type, with 1.5sqmm single core multistranded copper conductor ZHFR PVC insulated and unsheathed cable 1100V grade drawn through and including rigid metallic steel ERW conduit, minimum 20mm dia, ISI marked and all conduit accesories concealed in wall/celing/roof, etc. with sunken type pressed steel/welded MS terminal boxes made out of 1.6mm MS sheet, 3mm thick laminated sheet top cover for mounting of fittings, switches, sockets outlets, regulators, etc. including provisining of 1.5sqmm ZHFR PVC insulated unsheathed cable 1100volt grade with multi-standed copper conductor to common earth dolly for earth wire for flame proof fittings/light/fan/exhaust fan point complete all as specified and as directed
S&F flame proof weather proof LED tube light fitting 1x18W, 240V, 4' long, suitable for gas / vapour group IIA & IIB and zone 1&s, IP- 65 protection calss, with all accessories pre-wired and connecting with ZHFR grade twin core twisted flexible copper conductor cable and testing on installation complete all as specified and as directed
S&F flame proof, heavy duty, metalic body with metalic blades, legs, ISI marked energy efficient BEE five star rated exhaust fan, 457mm sweep, 1440RPM, CFM 4000 with lauvers and connecting up including provision of three core flexible copper wire of size 1.5sqmm from ceiling rose to exhaust fan including making hole on wall grouting bolts nuts washers, etc. complete all as speceified and as directed
M&L for earthing using GI earthing strip with galvanised steel earth plate electode 600x600x6mm thick buried directly in ground, earth pit not less than 2.25m deep below ground level connection to and including GI strip of size 25x3mm extended to 7.5m as earth lead by means of GI bolts, nuts, etc. with provision of charcoal and salt all as per electrical plate No. 3 of SSR Part-I including water arrangement with GI pipe 20mm dia (medium grade), earth lead protection pipe 50mm madium grade with bends, elbow, etc. from earth plate to test point, excavation and earthwork in any type of soil, returning, filling, ramming and removing of soil to distance not exceeding 50m, make good to match with existing surface making PCC pit (earth chamber) having internal size 300x300x300mm and outer size 600x 600x600mm with RCC reinforced cover 50mm thick and testing on completion including making test points on wall as per SSR specifications, complete all as specified and as directed
Notes for serial item No. 93: (i) The cost of GI earth continuity wire with GI pipe 50mm medium grade upto 7.5m is deemed to be included (ii) The earth chamber to be constructed 0.5m from edge of earth pit with necessary watering arrangement. The cost for the same is deemed to be included in above item (iii) Earthing shall produce desired earth resistance values as directed by the Engineer-in-charge
AGGARWAL & CO
Swami Engineers
Swami Enterprises
M/S SHASTRI BUILDERS AND ENGINEERS
Esha Engineers
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