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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.1 CrAccepted-AOC N A | ₹12.1 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹12.9 CrRejected-AOC | ₹12.9 Cr | L2 | Rejected-AOC L2 |
| 3 | L3₹13.0 CrRejected-AOC A 1 C C COLONY OPP RANA PARTAP BAGH DELHI 2021R4024 | NEW DELHI | DELHI | 110001 | ₹13.0 Cr | L3 | Rejected-AOC L3 |
| 4 | L4₹14.3 CrRejected-AOC | ₹14.3 Cr | L4 | Rejected-AOC L4 |
| 5 | Rejected-Technical | - | - | Rejected-Technical as per sheet attached |
Tender Value
₹13.4 Cr
EMD Value
₹26.8 L
Closing Date
25 Aug 2023, 12:00 pmClosed
Amit Kumar
Division - Road Maintenanceand Urban Amenities
SPECIAL REPAIR OF MASTER ROAD DIVIDING SECTOR 75/75A (ASSET ID - 204), 76 OUTER (ASSET ID - 192) and 76/77 (ASSET ID - 190), GURUGRAM.
2023_HRY_301737_1
202388528C36 FE6A 44D5 9C36 158A9C4F6D7B720001
Open Tender
Civil Works
210 days
Gurugram
2 documents required · 2 mandatory
₹1,180
₹26.8 L
Yes
25 Jan 2024
4 Aug 2023
25 Aug 2023
4 Aug 2023
25 Aug 2023
4 Aug 2023
Amount
ID 190,192,204 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per technical clause 406 of MORTandH specifications
ID 190,192,204 Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per technical clause 503 of MORTandH specifications
ID 190,192,204 Providing and applying tack coat with penetration grade bitumen VG - 10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per technical clause 503 of MORTandH specification
id 190,192,204 Bituminous Concrete 40 mm thickness with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG - 40 @ 5.4% per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of per MORTH specifications.
ID 190,192,204 Providing and erecting full width overhead signs gantry with a corrosion resistant aluminium alloy sheet reflected with high intensity retro-reflective sheeting with vertical and lateral clearance and installed over a designed support system of galvanized steel trusses of section and type to be mounted by bolts and nuts over RCC structure as per attached drawing
ID 190,192,204 Providing, transporting and installation of Precast R.C.C. grating with frame 300x300 mm horizontal grating in concrete chambers, including the cost of R.C.C. Grating, Transportation and Installation at site up to the satisfaction of Engineer-in-Charge
ID 190,192,204 desilting, repairing including maintenance of Strom Water Surface drain along various master roads Size of Existing Surface Drain from 600mm x 600mm to 900mm x 900mm for all depth
Providing and laying 50 mm - 75 mm DBM using the reclaimed material to the extent of 30% per cent of the required quantity after carrying out necessary check and evaluation, adding fresh material including rejuvenation as required, grade, level and thickness, all as specified in clause No.519. (5th revision) 2013 using bitumen VG-40 (minimum Bitumen content 4.50% i/c bitumen of retrieved material as per job mix formula) using 100-120 TPH batch type hot mix plant with appropriate arrangement for use of R.A.P, appropriate roller and with hydraulic paver finisher with sensor control to the required grade. The milled material to be used in DBM shall be minimum 80% of the theoretical quantity. Note:- If bitumen required is more than 4.50% as per job mix formula, no extra payment will be paid. Extra bitumen required will be considered as incidental to work.
Granular Sub-Base with Coarse Graded Material - Grading-I Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.of MORTandH specifications
(Grading I)Dense Graded Bituminous Macadam 80 mm to 100 mm thickness Providing and laying 80mm -100 mm dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG 40 @ 4.0% by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete, as per technical clause No. 505 of MORTandH specifications
Bidder Name
Amount
P C Gupta and Co(GSTN-06AAEPG5955G1ZR)
Satya Parkash and Bros Pvt Ltd(GSTN-06AAHCS1210Q1ZA)
SHIVA BUILD TECH PRIVATE LIMITED(GSTN-06AAFCS2631B1ZW)
Kundu Nirman(GSTN-NA)
Satya Parkash and Bros Pvt Ltd
Kundu Nirman
SHIVA BUILD TECH PRIVATE LIMITED
SHIVA BUILD TECH PRIVATE LIMITED
Kundu Nirman
Satya Parkash and Bros Pvt Ltd
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