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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.2 LAccepted-AOC | ₹14.2 L | L1 | Accepted-AOC Being L1. |
| 2 | L2₹14.8 L+₹51,022.04 (3.58%)Rejected-Finance 462 29 VRUNDAVAN CHAWL OPP PATEL MARKET SAKAR BAZAR KALUPUR AHMEDABAD 380001 AHMEDABAD CITY GUJARAT 380001 INDIA | AHMADABAD | GUJARAT | 380001 | ₹14.8 L+₹51,022.04 (3.58%) | L2 | Rejected-Finance Being not L1. |
| 3 | L3₹14.8 L+₹55,826.40 (3.92%)Rejected-Finance 02 PADRI SHIV NAGAR SHIV NAGAR MAHARAJGANJ UTTAR PRADESH 273303 | MAHARAJGANJ | UTTAR PRADESH | 273303 | ₹14.8 L+₹55,826.40 (3.92%) | L3 | Rejected-Finance Being not L1. |
| 4 | Rejected-Technical SPRINGDALE MARKET SEC 123 SUNNY ENCLAVE MOHALI 140301 | MOHALI | S A S NAGAR | PUNJAB | 140301 | - | - | Rejected-Technical Minimum experience of 3 works similar nature (basket ball court) in past years not submitted. |
| 5 | Rejected-Technical | - | - | Rejected-Technical Minimum experience of 3 works similar nature (basket ball court) in past years not submitted. |
Tender Value
₹14.5 L
EMD Value
₹29,000
Closing Date
3 Dec 2022, 6:00 pmClosed
GE (AF) MC CHANDIGARH
GE (AF) MC CHANDIGARH
CONSTRUCTION OF SYNTHETIC BASKET BALL COURT IN SCHOOL CAMPUS OF KV SECTOR 31 AT 3 BRD AF STATION CHANDIGARH UNDER GE (AF) MC CHANDIGARH.
2022_MES_561705_1
GE (AF) MC /CHD-53/2022-2023
Open Tender
Civil Works
Item Rate
180 days
CHANDIGARH
As per tender documents
9 documents required · 9 mandatory
₹500
GE (AF) MC Chandigarh
₹29,000
Yes
1 Mar 2023
5 Nov 2022
5 Dec 2022
5 Nov 2022
3 Dec 2022
19 Nov 2022
Amount
Surface excavation n.exc 30cm deep and everaging 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 and directed.
Excavation post holes (or similar holes) each n.exc 0.5 cum getting out with earth in soft/loose coil complete all as specified and directed.
M&L for broken bricks hardcore of gauge n.exc 63mm deposited , spread and levelled in layers n.exc 15cm thick, water and rammed to a true surface etc complete all as specified and directed.
M&L for moorun/red bajri filling in floor or paving, laid in layers n.exc 15cm thick, spread, levelled and rammed including watering etc complete all as sepcifed.
M&L for plain 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 and directed.
M&L for 100mm thick (compected thickness) water bound macadam with coarse aggregate lime stone or granite trap of grading 2 (63mm to 40mmsize) spead and rolled to uniform smooth surface with 8 to 12 tonne power roller and complete to require slope complete all as specified and direcetd. Note : Compacted thickness 100mm shall by measured for payment purposes.
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 Sqm (Bitumen Grade VG-10) with and including bitumenious premix semi dense asphaltic concrete 40mm consolidated thickness with 5.5% binder content by weight of total mix, rolled and compacted to required camber and gradient complete all as specified and directed.
Excavation in trenches, n.exc 1.5m wide and n.exc 1.5m in depth and getting out in soft and loose soil complete all as specified and directed .
Material and labour for brick work with fly ash bricks, straight or curved on plan exceeding 6m mean radius, built in CM (1:4), as in Toe wall complete all as specified and direceted.
M & L for Cement concrete type D2 1:4:8 (40 mm graded aggregate) in foundations, filling and mass concrete
Returning, filling in, including spreading, leveling, watering and well ramming in layers n.exc 25cm in any type of soil complete all as specified and directed .
Removing excavated material out side the defence land distance exceeding 2.5 KM but not exceeding 3.0 Km complete all as directed.
Material and labour for rendering 15mm thick in cement mortar (1:4), on brick/concrete surfaces of walls, finished even and smooth without using extra cement , complete all as specified and directed.
Material & Labour for all Weather Acrylic Synthetic ultra cushion surfacing in 8 layers (2 to 2.5mm thick) complete all as directed consisting of following steps/stages : Make :- UNICA/REBOUND/KDF or equlvatent make as approved by GE. (a) One layer of Acrylic re-surface on rubber cushion surface @0.336 Kg/Sqm add with white silica sand @ 0.185 Kg/Sqm mixed with water 25 % by weight. (b) Three layer of imported high class sports field Heavy cushion/Granules @ 0.841 Kg/Sqm mixed with 25-30 % of water (in 3 layer), with presercative fluid. (c) Two layer of imported high class sports field Fine/Powder Cushion @ 0.673 Kg/Sqm with water @ 25% with preservative fluid. (d) Two layer of colour coating @ 0.50Kg/Sqmtr mixed with silica sand @ 0.17 Kg/Sqm mixed with 25% of water Note : Color of shade Shall be approved By GE. (e) 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 (provide high precision of marking) which lays down strips of 1" to 2" widemasking tape 1 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 are as under : (a) POLE : The height of pole should be 3.2 M. The main structure will be made of ERW 6" thickness 3mm B class MS Round pipe and formed sheet metal parts with angle frame of 40mm x 40mm x 5mm including marking, painting and including fixing accessories by welding or as per standard norms complete all as specified. (b) ACRYLIC BOARD SIZE : 1800 x 1050 x 20mm back board transparent acrylic sheet with angle frame of size 40 x 40 x 2mm. Line marking with vinyl tape white or red colour. (c) DUNKING RING : Two springs Slam Dunking ring solid steel 18-20mm and Net indian with standard quality. (d) The equipment shall be fixed on ground with concrete of minimum strength M-20 having dimensions 2ft x 2ft x 2ft with base plate or 1ft x 1ft or angle supporting frame for grouting. ,
Deep Sales Agency
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