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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹29.0 L+₹1.2 L (4.20%)Rejected-AOC 44 SIDHARTHA APARTMENT INDAR ENCLAVE PASCHIM VIHAR NEW DELHI 110087 | NEW DELHI | WEST DELHI | DELHI | 110087 | L2 | Rejected-AOC EMD Release | |
| 3 | L3₹31.0 L+₹3.2 L (11.5%)Rejected-AOC | L3 | Rejected-AOC EMD Release | |
| 4 | L4₹31.5 L+₹3.6 L (13.1%)Rejected-AOC | L4 | Rejected-AOC EMD Release | |
| 5 | L5₹38.9 L+₹11.0 L (39.7%)Rejected-AOC JIND JIND HARYANA | JIND | HARYANA | 126101 | L5 | Rejected-AOC EMD Release |
Tender Value
₹34.4 L
EMD Value
₹69,000
Closing Date
2 May 2022, 5:00 pmClosed
Executive Engineer
Provl. Divn. No. III, PWD B and R Br., Hisar
Construction of Parking for Staff of Judiciary in Judicial Complex at Hisar
2022_HRY_216877_1
Construction of Parking for Staff of Judiciary in
Open Tender
Civil Works
Item Wise
120 days
Hisar
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹69,000
Yes
29 Jun 2022
13 Apr 2022
4 May 2022
18 Apr 2022
2 May 2022
18 Apr 2022
Amount
Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer rough dressing of soil, final dressing of earth to give level camber watering rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications (in case of link roads earthwork to be done by villagers) (HSR 17.5.3)
Construction of granular sub-base by providing Material as per Grading Ill (Table 400-1I of MORT&H 5th revision) mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications (HSR 17.14.3) Grading Ill material
Providing and laying 80mm thick factory made cement concrete inter1ocking paver block of M -35 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over (BIS 15658:2006) and including 60mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. (HSR 10.77)
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth and lift up to 1.5 m, as directed by Engineer-in- Charge: (HSR 4.7.1.1) All kinds of soil 50m lead
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: (HSR 6.1.1) 1 :4: 8 ( 1 Cement : 4 coarse sand (zone-Ill) : 8 graded cum stone aggregate 40 mm nominal size)
Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in: (HSR 7.21.1) Cement mortar 1:4 (1 cement: 4 coarse sand)
Providing and laying damp-proof course with cement concrete 1 :2:4 (1 cement : 2 coarse sand (zone-Ill): 4 graded stone aggregate 12.5mm nominal size) (HSR 6.8.2) 40mm thick
Brick work with common burnt clay non-modular bricks of class designation 7 .5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : (HSR 7.22.1) Cement mortar 1:4 (1 cement: 4 coarse sand)
12 mm cement plaster of mix : (HSR 11.5.3) 1 :4 (1 cement: 4 fine sand)
15 mm cement plaster on the rough side of single or half brick wall of mix : (HSR 11.6.1) 1 :4 (1 cement: 4 fine sand)
Finishing walls with Acrylic Smooth exterior paint of required shade : (HSR 11.95.1) New work (Two or more coat applied @ 1.67 litre/1 O sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) Labour Rate
M/s harpal Singh
Shubham Contractor Fatehabad
Mr.chhaviconstruction
CHAHAL CONSTRUCITON COMPANY
THE KHERI GULAM ALI CO-OP SOCIETY
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