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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.4 LAccepted-AOC 205 PARSHAV VIHAR PLOT NO 50 1 P EXTN PATPARGANJ DELHI 110092 | DELHI | EAST DELHI | DELHI | 110092 | ₹30.4 L | L1 | Accepted-AOC Accepted due to L1 |
| 2 | L2₹34.2 L+₹3.8 L (12.6%)Rejected-AOC | ₹34.2 L+₹3.8 L (12.6%) | L2 | Rejected-AOC higher rate |
| 3 | L3₹35.1 L+₹4.7 L (15.5%)Rejected-AOC RZF 498 MG MARG RAJ NAGAR II PALAM DELHI CANTT 110077 | NEW DELHI | DELHI | 110077 | ₹35.1 L+₹4.7 L (15.5%) | L3 | Rejected-AOC Higher rate |
| 4 | L4₹35.5 L+₹5.1 L (16.8%)Rejected-AOC | ₹35.5 L+₹5.1 L (16.8%) | L4 | Rejected-AOC higher rate |
| 5 | L5₹36.3 L+₹5.9 L (19.3%)Rejected-AOC A 47D RAM DUTT ENCLAVE UTTAM NAGAR NEW DELHI 110059 | WEST | DELHI | 110059 | ₹36.3 L+₹5.9 L (19.3%) | L5 | Rejected-AOC Higher rate |
Tender Value
Refer Docs
EMD Value
₹80,000
Closing Date
3 Aug 2021, 6:00 pmClosed
GE NEW DELHI
GE NEW DELHI
SPECIAL REPAIRS TO AREA DRAINAGE SYSTEM AT PALAM BAGH AND SPECIAL REPAIR TO TENNIS COURT AT NOM VARUNA UNDER GE NEW DELHI
2021_MES_457652_1
GE/ND-30/2021-22
Open Tender
Civil Works
Item Rate
210 days
GE NEW DELHI
SPECIAL REPAIRS TO AREA DRAINAGE SYSTEM AT PALAM BAGH AND SPECIAL REPAIR TO TENNIS COURT AT NOM VARUNA UNDER GE NEW DELHI
8 documents required · 8 mandatory
₹500
GE NEW DELHI
₹80,000
Yes
9 Sept 2021
6 Jul 2021
10 Aug 2021
6 Jul 2021
3 Aug 2021
20 Jul 2021
Amount
S&F 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 making good of dismantled portion by plastered work and match with existing surface complete all as specified and directed.
S&F Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240, structural steel is painted one shop coat of zinc chromate primer paint (including preparation of surface) at contractor's workshop before fabrication complete all as specified and directed.
Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed.
M&L for preparation of new or previously untreated surfaces, of steel and iron work of any description not otherwise described over 10cm in width or girth and applying two coats of synthetic enamel paint over a coat of Red oxide all as specified and as directed.
Demolition of Brickwork or stone/boulder masonry, built in Cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed.
M&L for brickwork with subclass 'B' bricks, straight or curved on plan exc 6m mean radius built in CM 1:4 complete all as specified and directed.
M&L for 15 mm thick polymer modified plaster in CM (1:4) on fair face of brickwork or concrete surfaces of walls finished even and smooth without using extra cement and using SBR latex emulsion @ 4% by weight of cement complete all as specified and directed. (Note : SBR latex shall be measured and paid separately)
Supply only Styrene Butadiene Rubber latex
M&L for preparation of old wood or wood based surfaces of any description, not otherwise described, over 10cm width or girth and applying two coats of synthetic enamel paint complete all as specified and directed.
M&L for preparation of new plastered surfaces of wall and applying two coats of Exterior Emulsion paint over one coat of primer and over and including one coat of putty of 3 mm thickness complete all as specified and directed.
M&L for complete removal of existing treatment from old surfaces of wall by mechanical grinder and applying two coats of Exterior Emulsion paint over one coat of primer and over and including one coat of putty complete all as specified and directed.
M&L for complete removal of existing treatment from old decorated plastered wall surfaces by mechanical grinder and applying two coats of oil bound distemper over a coat of primer over and including 3 mm thick wall care putty to achieve smooth, even & uniform surface complete all as specified and directed.
Rough excavation n exc 1.5m deep and getting out in soft/loose soil complete all as specified and directed.
Excavating over areas, n exc 1.5m deep and getting out in soft/loose soil complete all as specified and directed.
Excavating in trenches, n exc 1.5m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5m in depth and getting out in soft / loose soil complete all as specified and directed.
Removing excavated material (soil) exc. 1.50 km but n exc. 5 km and depositing where directed complete all as specified & directed.
Spreading and levelling in layers n exc. 25 cm thick, well ramming including watering as required complete all as specified and directed.
M&L for PCC 1:4:8 type D-2 (using 40 mm graded stone aggregates) as in Sub base, foundation filling and mass-concrete complete all as specified and directed.
M&L for PCC 1:2:4 type B-1, using (20 mm graded stone aggregates) as in surface channel benching, coping and drains, etc including slightly rounded or chamfered angles as required complete all as specified and directed.
M&L for PCC 1:4:8 type D-2 Concrete bed to drain pipes of 200 mm dia including packing under, and haunching against the sides of pipes after they are laid and tested; complete all as specified and directed.
Dismantling of 200mm dia reinforced concrete drain pipes, jointed in cement mortar and taking out of trenches complete all as specified and directed.
M&L for Reinforced concrete pipes of 200 mm dia class NP2, laid and jointed with collars complete all as specified and directed.
Dismantling floor, hearth or wall tiles including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises complete all as specified and directed.
M&L for cement concrete 25 mm thick in PCC 1:2:4 (using 20 mm graded stone aggregates) as in sub base of floors finished fair and even complete all as specified and directed.
M&L for 10-12 mm thick heavy duty parking tiles 400 x 400 mm of any pattern decided by Engr-In-Charge as in pavings laid over 20 mm thick screed bed 1:4 set jointed with cement slurry mixed with pigments to match the shade of tiles complete all as specified and directed.
Surface excavation n.exc (not exceeding) 30cm deep and averaging 15cm deep and getting out in Soft/loose soil complete all as specified and directed.
S&F in repair factory made precast Road kerb stone of size 300mm X 450mm and thickness 150mm at bottom and 100mm at top, PCC 1:2:4 type B-0 (12.5 mm graded stone aggregate) vibro mechanically pressed and floated, heavy duty set jointed and pointed in cement mortar 1:3 complete all as specified and directed and removing rubbish outside MOD land.
M&L for preparation of new or previously untreated surface of kerbs stone applying two coat of synthetic enamel paint all as directed by Engr-in-charge
Supply and fix in repairs factory made manholes covers with MS flat all around the cover and including reinforcement with cement concrete 1:2:4 type B-1 (using 20mm graded stone aggregate) of any thickness and size laid with cement mortar 1:6 in position complete all as specified and directed.
Material and labour for cleaning and de-silting of sewage lines / Old rain water Pipes line (under ground) / Open Rain water drain upto and including 300mm internal diameter of any depth upto three meter depth. The cleaning shall be carried out with super succer machine. The sludge deposited in the sewage line / Old rain water Pipes line shall be fully cleaned and disposed off the same outside the MoD land at any distance and without any additional cost on the same day when it was taken out. The job shall be carried out with safety precaution equipments and with strict supervision complete all as specified and directed.
Cleaning of manholes/GT (First Manhole) by removing the sludge from manhole (by pump or motor) and dispose off the sludge outside defence land any depth n exc 3.00m, the sludge deposited shall be fully cleaned and disposed off the same outside the MoD land at any distance and without any additional cost on the same day when it was taken out. The job shall be carried out with safety precaution equipments and with strict supervision complete all as directed.
M&L for 50 mm thick 1:3:6 type C-2 using 20 mm graded stone aggregates as in plinth protection laid in panels surfaces finished even & fair without using extra cement complete all as specified and directed.
Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for complete all as specified and directed.
Dismantling structural steel work including doors, gates but excluding framed truss etc. complete all as specified and directed.
S&F Fe-410-W(Gde-E-250) quality-B for framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, 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 directed.
Demolition of cement concrete (unreinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and directed.
M&L for 50mm thick PCC 1:2:4 type B-1 (using 20mm graded stone aggregates) as in flooring finished even and smooth without using extra cement complete all as specified and directed.
M&L for following work at tennis court : (i) Patch work - Filling of cracks with acrylic patch binder in concrete sport surfaces. (ii) Cleaning the surface - Cleaning of surface open all cracks, cracks filling & filling all down area. Cushioning Mat - Laying of crack resistant with chemicals (to avoid impact of cracks on synthetic surface) recommended for concrete base (iii) 8 Layer Acrylic Cushion System - Providing and laying 8 layer cushion system consisting of a bio cum primer, one coat resurfacer, three coats of cushion coats, followed with 2 coats of textured base coats and finally a non-textured top coat. (iv) Game line marking - As per standards floor based line paints
Taking down cement plaster on brick walls, raking out joints, hacking for key, scrubbing down with water etc complete all as specified and directed.
M&L for 15 mm thick plaster in CM (1:4) mixed with Recron fibre @ 125 gram of 50 kg cement on brick walls finished even and smooth without using extra cement complete all as specified and directed. Note : Synthetic concrete fibre shall be measured and paid separately
Supply only synthetic concrete fibre
M&L for preparation of old painted plastered surface and applying two coats of synthetic enamel paint complete all as specified and directed.
Dismantling Plain or corrugated steel sheeting, any gauge, thickness complete all as specified and directed.
S&F Pre-painted galvalume aluminium zinc coating GI based corrugated steel 0.50mm thick of any 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.
M&L cement concrete 75 mm thick in PCC 1:4:8 type D2 (40 mm graded aggregate) as in sub base of floors finished fair and even complete all as directed
M&L for machine pressed precast concrete inter locking pavers block any shape and size conforming to IS-15658-2006 of 60 mm thickness, M-35 Grade with grey cement and pigment laid over 40mm thick sand cushioning. Note : Sand shall be measured and paid as supply onlyseparately
Supply only sand for laying of pavers Note (FOR ITEM NO. 1 to 47) :- Removing building materials/old waste unwanted existing material of any description or any type etc. to a distance of 5km or beyond outside MOD Land and the cost for the same is deemed to be included in the quoted unit rates. Note (FOR ITEM NO. 1 to 47) :- The work described at Palam Bagh shall be executed in bldgs up to (G+3 floor) hence the contractor shall make scaffolding arrangements, trestles, ladders etc and hessian clothes for protection & all other safety precautions up to 04 storeys of buildings and the cost for the same is deemed to be included in the quoted unit rates.
RISHU CONSTRUCTION COMPANY
MRITUNJYA ASSOCIATES
S.K. ENTERPRISES
akhil enterprises
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