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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.7 LAccepted-AOC | L1 | Accepted-AOC Being L1. | |
| 2 | L2₹12.8 L+₹12,510 (0.99%)Rejected-Finance | L2 | Rejected-Finance Being not L1. | |
| 3 | L3₹13.4 L+₹77,760 (6.14%)Rejected-Finance 411 STREET NO 4 PANCHVATI NAGAR BATHINDA 151001 | BATHINDA | PUNJAB | 151001 | L3 | Rejected-Finance Being not L1. | |
| 4 | L4₹14.2 L+₹1.6 L (12.4%)Rejected-Finance | L4 | Rejected-Finance Being not L1. | |
| 5 | L5₹16.2 L+₹3.5 L (27.8%)Rejected-Finance HOUSE NO 3809 SAMRIDHI HOMES PEERMAUSHALA POST DHAKOLI MC ZIRAKPUR DISTT SAS NAGAR PIN 160104 | S A S NAGAR | PUNJAB | 160104 | L5 | Rejected-Finance Being not L1. |
Tender Value
₹14.3 L
EMD Value
₹28,500
Closing Date
20 Feb 2020, 6:00 pmClosed
GE
GE (AF) MC CHANDIGARH
PROVN OF BASKET BALL COURT SYNTHETIC AT KENDRIYA VIDHYALAYA AT BRD AF STN CHD UNDER GE AF MC CHANDIGARH
2019_MES_299557_3
GE(AF) MC CHD-39/2019-20
Open Tender
Civil Works
Item Rate
120 days
CHANDIGARH
Please refer Tender documents.
10 documents required · 10 mandatory
₹500
Yes
GE AF MC CHANDIGARH
₹28,500
Yes
GE (AF) MC CHANDIGARH
10 Dec 2020
29 Jan 2020
22 Feb 2020
29 Jan 2020
20 Feb 2020
10 Feb 2020
30 Jan 2020 - 6 Feb 2020
6 Feb 2020
Amount
Demolition of Cement concrete (unreinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level) and removing out side defence land complete all as specified and directed.
Dismantling floor hearth or wall tiling (kota stone or ceramic tiles) including cement mortar bedding (but not backing), removing rubbish off the premises out defence land complete all as specified and directed.
Demolition of brick work built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc. but excluding ashlars facings, dressed stone work and precast concrete articles complete all as specified.
Rough excavation not exceeding 1.5m deep and getting out (above ground level) in loose/soft soil) all as specified and directed
Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in soft/loose soil including rolling and consolidation by power roller 8 to 10 tonne, formation surfaces in cutting complete all as specified.
Excavating post holes (or similar holes) each n.exc 0.50 Cum, getting out with earth in soft/loose soil complete all as specified.
M&L for cement concrete 1:2:4 Type B2, using 40mm graded stone aggregate as in embedded of basket ball pole/ in sub base complete all as specified.
M&L for 100mm thick ( Compacted thickness) water bound macadam with coarse aggregate lime stone or granite, trap of grading 2 ( 63mm to 40mm size ), spread and rolled to uniform smooth surface with 8 to 12 tonne power roller and compacted to require slope complete all as specified and directed by the Engr-in-Charge. Note : Compacted thickness 100mm shall be measured for payment purpose
M & L for preparing water bound macadam surface by brusing with wire brushes, sweeping with broom and finally cleaned with air compressor to remove all loose dirt and apply evenly a tack coat with bituminous primer @ 10 Kg per 10 Sqmtr (Bitumen Grade VG-10) with paving bitumen and laying bituminous premixed, 30mm consolidated thickness, with 0.41 Cum ( Stone aggregate of size 10mm to 20mm graded) to stone chipping mixed with 21.90 Kg/10Sqmtr (Bitumen Grade VG-30) of binder mixed, rolled and compacted to required slope to a uniform smooth surface complete all as specified and directed by the Engr-in-Charge.
M & L for preparing of black top surface by brusing with wire brushes, sweeping with broom and finally cleaned laying bituminous premixed, 20 mm consolidated thickness, with 0.27 Cum of stone ( Stone aggregate of size 5 -6 mm graded) to stone chipping mixed with 14.60 Kg of binder (Bitumen Grade VG-30) , rolled and compacted to required slope to a uniform smooth surface complete all as specified and directed by the Engr-in-Charge.
M & L for Premixed sand seal Coat with 0.06 Cumtr of sand mixed with 6.80 Kg of Paving bitumen rolled to uniform smooth surface complete all as specified and directed by the Engr-in-Charge.
M & L for Brick Work with sub class 'B' bricks, straight or curved on plan exc 6m mean radius built in cement mortar 1:4 as in Toe wall complete all as specified and directed by the Engr-in-Charge.
Material & Labour for all Weather Acrylic Synthetic ultra cushion surfacing in 8 layers (2 to 2.5mm thick) complete all as specified and directed consisting of following steps/stages :Make of product :- UNICA/REBOUND/KDF or equivalent make
One layer of Acrylic re-surfacer on rubber cushion surface @ 0.336 Kg/Sqmtr add with white silica sand @ 0.185 Kg/Sqmtr along mixed with water 25 % by weight
Three layer of imported high class sports field Heavy cushion/Granules Cushion @ 0.841Kg/Sqmtr mixed with 25-30 % of water ( in 3 layer), with preservative fluid.
Two layer of imported high class sports field Fine/ Powder Cushion @ 0.673 Kg/Sqmtr with water @ 25 % with preservative fluid.
Two layer of colour coating @ 0.50Kg/Sqmtr mixed with silica sand @ 0.17 Kg/Sqmtr mixed with 25 % of water Note : Color of shade Shall be approved By GE
Court Specifications : Surface texture with less abravasiveness, Surface Colour : Red/Green/Blue, Resistance to wear : Table H18 1000 Cycles , Glass 3.6%, specular reflection : 0.1 - 0.3,Temperature : 15 degree Celsius,Coat : 100% Acrylic
Material and Labour for Court Line marking in two layer by (provides high precision of marking) which lays down strips of 1" to 2" wide masking tape from 1 to 4 inches wide use imported high class sports line marking paint (T/C white line paint) complete all as specified and directed by Engr -In- Charge
Material and Labour for Basketball Court Accessories : One basket ball pole 6"-8" : ERW Round with 3.20 mtr as per standard norms, Cast Acrylic Board : 1800 x 1050 x 20mm back board transparent acrylic with angle frame of size 40 X 40 X 2mm , dunking Ring : Spring slam dunking ring solid steel 18-20mm and Net including marking. painting and incluiding fixing accessories by welding or as per standard norms complete all as specified and directed by Engr -In- Charge
Removing excavated material out side the defence land complete all as specified and directed.
Tejpal Singh and Co.
M/s Super Trading Corporation
AK Construction Co
M/s Bhagwati Enterprises
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