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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹52.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹57.4 L+₹4.6 L (8.76%)Rejected-Finance | L2 | Rejected-Finance OTHER THAN LOWEST | |
| 3 | L3₹59.2 L+₹6.4 L (12.1%)Rejected-Finance 13 29 304 IIIRD FLOOR EAST PATEL NAGAR OPP HOTEL SIDDARATHA NEW DELHI 110008 | WEST | DELHI | 110008 | L3 | Rejected-Finance OTHER THAN LOWEST | |
| 4 | L4₹64.2 L+₹11.4 L (21.6%)Rejected-Finance 131 SHINGANAPUR ROAD KOLKI KOLKI SATARA MAHARASHTRA 415523 | SATARA | MAHARASHTRA | 415523 | L4 | Rejected-Finance OTHER THAN LOWEST | |
| 5 | L5₹64.2 L+₹11.4 L (21.6%)Rejected-Finance 205 PARSHAV VIHAR PLOT NO 50 1 P EXTN PATPARGANJ DELHI 110092 | DELHI | EAST DELHI | DELHI | 110092 | L5 | Rejected-Finance OTHER THAN LOWEST |
Tender Value
₹77 L
EMD Value
₹1.5 L
Closing Date
1 Sept 2020, 6:00 pmClosed
CWE NO 2
CWE NO 2 DELHI CANTT
PROVN OF HARDSTANDING WITH INTERLOCKING TILES FOR PARKING OF AMBULANCE AT COVID ZONE IN BASE HOSPITAL UNDER GE (E/M) BASE HOSP, DELHI CANTT-10
2020_MES_361794_2
CWE/BH-10/2020-21
Open Tender
Civil Works
Item Rate
60 days
DELHI CANTT
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,000
GE (E/M) BASE HOSPITAL
₹1.5 L
Yes
7 Sept 2020
6 Aug 2020
3 Sept 2020
6 Aug 2020
1 Sept 2020
20 Aug 2020
Amount
Excavation in trenches n.exc 1.5m wide and n.exc 1.5 m in depth for foundations of walls and not exc 10 Sqm on plan and n.exc 1.5m in depth soft soil complete all as specified and directed.
Returning and filling in soil including levelling, watering and well rammingin layers n. exc 25cm in foundation trenches complete all as specified and directed.
Removing of excavated soil to a distance n exc 50m and depositing where directed at a level not exc 1.5m above the starting point complete all as specified and directed.
M & L PCC type D2 1:4:8 Using 40mm graded stone aggregate in foundation filling and mass concrete complete all as specified and directed.
M&L for Reinforced cement concrete nominal mix 1:1.5:3 Type A1 using 20mm graded stone aggregate as in foundation / footing, plinth, lintle, roof beams, bases for column etc complete all as specified and directed. Note : Reinforcement and form work shall be measured and paid separately.
M&L for Reinforced cement concrete nominal mix 1:1.5:3 Type A1 using 20mm graded stone aggregate as in columns, pillers etc complete all as specified and directed. Note : Reinforcement and form work shall be measured and paid separately.
M&L for Flat form work 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 batter fair finished concrete surface flat complete all as specified and directed by Engr in charge.
M&L for Form work to sides of pillars, post, strut, pier, column, Square, rectangular or polygonal fair finished concrete surface flat complete all as specified and directed by Engr in charge.
M&L for Mild steel TMT bars up to 10 mm dia and over cut to length bent to shape as required including cranking, bending spirally for hooping for columns, hooking and binding with MS wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and as directed.
M&L for mild steel TMT bars 6mm to 8mm cut to length bent to shape required, including cranking bending spirally for hooping for column, hooking ends and binding with and including mild steel wire not less than 0.9mm dia complete all as specified and directed.
M&L for plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment including necessary welding etc complete all as specified and directed.
S&F Steel work as in tubular trusses, purlins, rafter, vertical post and similar works including special shaped washer etc complete using ERW or induction butt welded tubes confirming to IS- 1161 Gde-YST-240 including one shop coat of zinc chromate primer paint including prepartion of surface at contractor workshop before fabrication complete all as specified and directed.
M&L for purpose made mild steel bolt 300mm long 18 mm dia with hexgonal or square head one end and screwed the other or screwed both ends each screwed is to be fitted with washers and one hexagonal or square nut complete all as specified and directed.
M&L for two coats of synthetic enamel paint on new steel surface over a coat of red oxide primer including preparation of surface over one coat of red oxide primer complete all as specified and directed.
S&F of pre-painting galvalume sheets (flat/Arch) having pitch 190mm, depth 29mm and not less than 0.50mm thickness having tensile strength of 550 Mpa (Galvalume base-PPGL trapezoidal profile sheets) fixed with aluminium self tapping screws of size 50/75mm and aluminium washer of suitable size in roof covering complete all as specified and directed.
Surface excavation n.exc.30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and directed.
Rolling and consolidating formation surface with 8 to 12 tonne power roller including filling in soft spots, depressions etc, which occur during rolling (for portion coming in cutting/original ground only) to required camber and gradient etc, including watering before or during rolling complete all as specified and directed.
M&L for hard core of guage not exc 63mm of broken stone deposited spread and levelled in layers not exc 15 thick watered and rammed to a true surface complete all as specified and directed.
Rolling and consolidating hardcore surface with 8 to 12 tonne power roller including filling in soft spots, depressions etc complete all as specified and directed.
M&L 75 mm thick volumetric plain cement concrete 1:3:6 Type C2 (using 20 mm graded stone aggregate) below tiles for levelling of existing surface, mass concrete, etc compacted using plate vibrator and including form work complete all as specified and directed. Note: Mix to be procured from approved RMC batching plant.
Supply and laying sand (25 mm thickness ) for cushioning to interlocking paver block complete all as specified and directed.
M&L for vibrator compacted rubber moulded (lacquer polish) interlocking paver block shape, size and colour (Red, Yellow, Green and Grey) as approved confirming to IS 15658-2006 of 60 mm thickness M-35 Grade made with grey cement and pigment complete and including average 25 mm thick providing cement concrete type B-1, 1:2:4 (20 mm graded aggregate) as in sides of paver blocks complete all as specified and directed.
M&L for Pre-cast cement concrete block masonry as kerb stone of size 300x200x450 mm / size as required made of PCC Type B1, 1:2:4 (using 20 mm graded stone aggregate) and setting in Cement Mortar 1:6 including necessary excavation complete all as specified and directed
M&L for two coat of synthetic enamel paint over a coat of primer on cement concrete surfaces of any description over 10cm girth or width not herwise described including prepration of new surface complete all as specified and directed.
M&L for form work to rough finished surface of concrete,edges of concrete flats,treads breaks in floors,windows cills,concrete railings,openigs in concrete walls,floor and roofs n exc 20cm wide and sides of RCC/PCC bands in walls,horizontal or sloping and similar work exc 20cm wide complete all as specified and directed.
M&L 100 mm thick in Cement concrete type B2, 1:2:4 (using 20 mm graded granite stone aggregate) in flooring surfaces finished even & smoth without using extra cement complete all as specified and directed. Note: Mix to be procured from approved RMC batching plant.
M&L for Painting lines, dashes, arrows, letters, etc. on roads pavements and the like n exc 10cm wide with road marking paint, white or golden yellow complete all as specified and directed.
S&F of factory made precast parking Bollards dia 75mm to 140mm and height 90 cm to 1.20m including reinforcement stell complete all as specified and directed.
M&L for Brick work with sub class 'B' brick straight or curved on plan exceeding 6mtr mean radius, built in cement mortar 1:4 complete all as specified and directed.
M&L for rendering in cement mortar (1:4) 15 mm thick on fair faces of brick work or concrete surface finished even and smooth without using extra cement all as specified and directed.
S&F factory made precast reinforced cement concrete drain cover perforated (RCC 1:2:4, using 20 mm graded stone aggregate) 100 mm thick (Square/rectangulr/circular) with and including 10 mm dia TMT bars and placed over drain cover, complete all as specified and directed.
M&L for 600mm bore Reinforecd concrete pipes,class NP3 laid over jointed,including Excavation in trenches not exc1.50m wide and not exc 1.50mtr in depth for pipe or shafts wells, cesspits, etc, PCC 1:2:4 for packing , haunching,Returning,filling in including spreading, levelling, watering and well ramming and removal of excavted material exc 1.5km but not exc 5.00km and deposing complete all as specified and directed.
Demolition of brick work built in cement mortar of any description and rincluding disposal of all debris exc 1.5 KMtr not exc 5 Km and complete all as specified and directed.
S&F of pre-painting galvalume sheets (Galvalume base-PPGL trapezoidal profile sheets) thickness not less than 0.50mm having tensile strength of 550 Mpa as in ridges, hips, valley gutters, drip and straight flashing cut to length and bend to shape fixed with aluminium self tapping screws of size 50/75mm and aluminium washer of suitable size in roof covering complete all as specified and directed.
Dismantling floor, hearth or wall tiling including cement mortar bedding and including disposal of all debris complete all as specified and directed.
M/S SURINDERAS CONSTRUCTION CO.
Leo Network power systems
Vishal Traders
SANJEEV ENTERPRISES
M/s Birja Nand
imran construction company
Shivom Projects Private limited
GIAN ENGINEERS
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