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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.8 LAccepted-AOC | L1 | Accepted-AOC Being Lowest | |
| 2 | L2₹33.9 L+₹3.8 L (12.8%)Rejected-Finance | L2 | Rejected-Finance Not Being Lowest | |
| 3 | L3₹34.9 L+₹4.9 L (16.2%)Rejected-Finance WZ 143 A 7A S 4 43 GALI NO 2 OLD MAHAVIR NAGAR NEW DELHI 110018 | WEST DELHI | DELHI | 110018 | L3 | Rejected-Finance Not Being Lowest | |
| 4 | L4₹36.6 L+₹6.5 L (21.7%)Rejected-Finance PLOT NO 10 9 OM VIHAR PHASE 1 A UTTAM NAGAR NEW DELHI 110059 | WEST DELHI | DELHI | 110059 | L4 | Rejected-Finance Not Being Lowest | |
| 5 | L5₹36.9 L+₹6.8 L (22.8%)Rejected-Finance WZ 250 B 2 GALI NO 08 SADH NAGAR I PALAM COLONY NEW DELHI 110045 | NEW DELHI | SOUTH WEST DELHI | DELHI | 110045 | L5 | Rejected-Finance Not Being Lowest |
Tender Value
₹45 L
EMD Value
₹90,000
Closing Date
10 Oct 2022, 6:00 pmClosed
GE (Central) Delhi Cantt10
GE (Central) Delhi Cantt10
REPAIR TO HARDSTANDING FENCING EXTERNAL RAIN WATER DRAIN ALONGWITH INTERNAL PERIODICAL AND MISC B/R WORKS AT ZONE A AND ZONE B IN THE AREA OF AGE B/R-I UNDER GE (CENTRAL) DELHI CANTT-10
2022_MES_553071_1
GE/C-56/2022-23
Open Tender
Civil Works
Item Rate
335 days
GE (Central) Delhi Cantt10
As per NIT
9 documents required · 9 mandatory
₹500
Yes
GE (Central) Delhi Cantt10
₹90,000
Yes
15 Oct 2022
20 Sept 2022
12 Oct 2022
20 Sept 2022
10 Oct 2022
4 Oct 2022
20 Sept 2022 - 4 Oct 2022
Amount
Taking down cement plaster of any description on brick stone or concrete walls surfaces including raking out joints hacking for keys scrubing down with water etc complete all as specified and directed by engineer-in-charge.
M &L for 10mm thick ready mix cement plaster with bulk density 1.4 to 1.70 Kg, water ratio 17 to 19 % by weight with compressive str as per IS 4031 part 6 applied as per the manufactore instr finished fair and even. Complete all as specified and directed by Engineer-in-Charge.
M&L for 5mm thick rendering in cement mortar 1:3 finished even and smoothe surface without using extra cement on ceiling complete all as specifed as direted .
M & L for applying two coats of oil bond destember over one coat of birla white wall care putty on newly plastered surfaces(internal) of walls complete all as specified and directed.
M&L preparing newly plastered surfaces of ceiling and applying three coats of white wash complete all as specified and directed.
complete removal exising teratment from old surface of wall by scrubbing with hard brushing, brooming down or steel wire brushing scraping down smook soot mould moss and efforescent salts and treating oil and greasy spots as applicable and washing with water & applying one coat of oil bond destember over one coat of wall care putty on old plastered surfaces of walls complete all as specified and directed.
M&L preparing old decorated surfaces of wall and applying one coat of white wash complete all as specified and directed.
M & L for preparation of old wooden surfaces of any description, not otherwise described, over 10 cm width or girth and applying single coat of synthetic enamel paint all as specified and diected by engineer-in-charge.
M & L for preparation of old steel surfaces of any description, not otherwise described, over 10 cm width or girth and applying single coat of synthetic enamel paint all as specified and diected by engineer-in-charge.
M & L for preparation of old steel surfaces of any description, not otherwise described, over 10 cm width or girth and applying single coat of synthetic enamel paint all as specified and diected by engineer-in-charge.
Demolition and breaking up rain water pipes (CI,AC,PVC etc) set in any cement mortor of any diameter incl bends all as specified and diected by engineer-in-charge.
S/F PVC (SWR) pipes, single socketed, in any length with rubber ring joints, laid in trenches or in floors, 110mm bore complete all as specified and diected by engineer-in-charge.
S/F PVC (SWR) pipes, single socketed, in any length with rubber ring joints, laid in trenches or in floors, 75 mm bore complete all as specified and diected by engineer-in-charge.
S&F 100 mm bore cast iron pipes, in any length complete all as specified and diected by engineer-in-charge all as specified and diected by engineer-in-charge.
S&F for PVC (SWR) bends & tee any radius, 110 mm bore complete all as specified and as directed.
S&F for PVC (SWR) bends & tee any radius, 75 mm bore complete all as specified and as directed.
S&F for 100 mm bore cast iron bends & tee complete all as specified and as directed.
S & F in repair Aluminium drapery Rod 25mm dia Powder Coated including wooden side caps, brackets complete all as specified and directed.
S & F in repair Galvanised mild steel wire cloth, 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with tinned tacks, or galvanised wire staples complete all as specified and directed by engineer-in -charge.
M&L for replacement of wooden glazing beading of 2nd class hard wood straight (any size) finished wrought fo glazing or gauged joinery for fixing wire gauge/securing glass pane complete all as specified and directed by Engineer-in-Charge.
Demolition of wall and ceiling boards (fibre, pulp, insulation etc) or insulation boards/slabs/blankets any thickness including cover fillets complete all as specified.
S&F for snap grid ceiling with E- bord(decorative) ceiling tiles of 600x600mm and 4mm thick incl aluminium alloy anodised at edges 25x25x1.5mm and tee section 38x38x1.5mm at other then edges both ways fixed with 4mm dia GI wire complete all as specified and directed by Engineer-in-Charge. Make of board : Eco board/Bhutan board/archid ply
Taking down chowkhat or frame exceeding 1.5 Sqm each and not exceeding 4 Sqm each sqm each with shutter (without taking off shutter from the frame) complete all as specified and directed by Engineer-in-Charge.
S&F 1.25 mm MS Sheet Steel rolling shutters, with out ball bearing, as specified including top cover, anchoring rod, hasp and staple and one shop coat of primer; erected in position as indicated, gear operated type with chain wheel and hand chain complete all as specified and directed by engineer in charge.
Demolition of stone slab and tiles of any description or thickness in floor apron etc complete all as specified and directed.
M&L for Non - skid Ceramic colour tiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match incl 15mm thick screed bed or bedding layers in cement mortar ( 1:6) complete all as specified and as directed.
M&L for glazed ceremic colour tiles (600x300x7mm) thick, in vertical surface etc set and jointed in neat slurry and pointed in white or coloured cement to match with tiles including 10mm thick rendering in cement mortar (1:6) complete all as specified and as directed.
M&L for Non - skid Ceramiccolour tiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match incl 15mm thick screed bed or bedding layers in cement mortar ( 1:6) complete all as specified and as directed.
S&F Non - skid Ceramic colour tiles 600 x600 x 7 to 8 mm thick in floors etc and 15mm thick screed bed 1:6 in cement mortar. set and jointed in neat cement slurry and pointed in white or coloured cement to match all as specified.
S&F Non - skid Ceramic colour tiles 600 x100 x 7 to 8 mm thick in vertical surfaces etc and 10mm thick screed bed 1:4 in cement mortar. set and jointed in neat cement slurry and pointed in white or coloured cement to match all as specified.
M&L 15 mm thick screed bed or bedding layer for laying floor finishes of tiles CM 1:6 Complete all as specified and directed by Engineer-in-Charge.
S&F Chequered cement concrete PU coated colourtiles 300cm X 300cm x 25mm thick set, jointed and pointed in neat cement slurry in floors with grey cement and pigments incl 15mm thick Complete all as specified and directed by Engineer-in-Charge.
Demolition of brick work or stone masonry built in cement mortar in any position including segregating serviceable/unserviceable bricks/stones Complete all as specified and directed by Engineer-in-Charge.
Dismantling/ demolition posts or struts embedded in soil or concrete etc (wood, steel or RCC) any section, including taking out embedded portion and making good disturbed ground Complete all as specified and directed by Engineer-in-Charge.
Dismantling fencing wiremesh, any type Complete all as specified and directed by Engineer-in-Charge.
Excavation in post holes (or similar holes) n exc 0.5 cum getting out in any type of soil returning filling in and ramming earth or broken rubble mixed with earth around in layers n exc 25cm and covering and removal of surplus soil n exc 50m and making good surface Complete all as specified and directed by Engineer-in-Charge.
M&L PCC 1:2:4 type Type B-1 (using 20mm graded crushed stone agg) as in surface channel and drains Complete all as specified and directed by Engineer-in-Charge.
M&L for Brick work with subclass 'B' bricks, straight or curved on plan exc 6m mean radius built in CM 1:6 Complete all as specified and directed by Engineer-in-Charge.
All as per S.No. 40 here in before but except bricks
M&L for providing cement concrete type B-1 1:2:4 (20mm graded aggregate) as in copings Complete all as specified and directed by Engineer-in-Charge.
Dismantling Stone slabs and tiles of any description or thickness in floors, aprons etc Complete all as specified and directed by Engineer-in-Charge.
M&L for providing 50 mm thick cement concrete 1:2:4 type B1 (20 mm graded aggregate) as in flooring/subbase finished fair using extra cement Complete all as specified and directed by Engineer-in-Charge.
M&L for providing 100 mm thick cement concrete 1:2:4 type B1 (20 mm graded aggregate) as in hard standing laid in alternate bays Complete all as specified and directed by Engineer-in-Charge.
M&L for machine pressed precast concrete interlocking paver block 60mm thick M-35 grade any shape and size with grey cement and pigment Complete all as specified and directed by Engineer-in-Charge.
M&L for sand filling under floor or in foundations including watering and consolidation Complete all as specified and directed by Engineer-in-Charge.
M&L for cement concrete type D-2, 1:4:8 (using 40mm graded stone aggregate) in foundations, filling and mass concrete Complete all as specified and directed by Engineer-in-Charge.
S&F posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc; flat iron fillets (for securing wiremesh etc) including all necessary drilling, bolting or riveting, etc including embeding in concrete and similar work conforming to Fe-290 Gde-E-165 Complete all as specified and directed by Engineer-in-Charge.
S&F high quality zinc coated GI Chain link fencing of required width in mesh size 50x50 mm made of GI wire dia not less than 3mm and fix with column with nut or bolts and strengtheing with 10mm TMT bars, conforing to standard grade steel complete all as specified and directed. NOTE:- (i) Payment of TMT bar shall be made in seperate items in this Schedule. (ii) The Engr-in-Charge along with rep of contractor shall verify the weight mesh and submit the copy along with photographic eveidence along with RAR and Purchase Voucher. (iii) The quoted rate shall be inclusive of Nut bolt required.
S&F mild steel round bars 10mm dia and over, 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.
S&F 12mm mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut n exc 5cm long Complete all as specified and directed by Engineer-in-Charge.
Dismantling of wrought iron or mild steel work of any description Complete all as specified and directed by Engineer-in-Charge.
S & F for Rolled sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates and framework for tank stagging and simillar items also fastening and fixing complete all as specified and directed by enginer-in -charge.
S&F in repair galvanized 2 strand steel barbed wire 2.24 mm dia barbed with 2mm dia barbs at 75 mm spacing and straning and fixing to fencing post with staple or steel pins etc Complete all as specified and directed by Engineer-in-Charge.
S & F in replacemen precast fibre reinforced cement concrete Manhole/ perforated drain cover including grove and hook arrangement for lifting and placing in position and sides covered by MS sheet medium duty of overall Size 1000mmx500mm x80 mm complete all as specified and as directed.
Dismentling plain or corrugated steel sheeting any gauge thickness including nainital or similar pattern roof covering Complete all as specified and directed by Engineer-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 Engineer-in-Charge.
M&L for preparation of new or previously untreated steel surfaces over 10cm in width or girth and applying two coats of syanthetic anamel paint over one coat of red oxide Complete all as specified and directed by Engineer-in-Charge.
Schedule of Credit
ANSH VANSH CONSTRUCTION COMPANY
M/S Sunil Steel Works
LAMBA ENTERPRISES
imran construction company
VED PRAKASH ARORA
M/S MSD & Associate
M/s SAAR ENGINEERS
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