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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹12.2 LAccepted-AOC H NO 1235 A URBAN ESTATE SECTOR 10 JIND 126102 | JIND | HARYANA | 126102 | 1 | Accepted-AOC 1st Lowest | |
| 2 | 2₹12.2 L+₹1,495 (0.12%)Rejected-AOC 3491 FAUJI BAKERY BASIS ROAD DAYARAM NAGAR 123106 | REWARI | HARYANA | 123106 | 2 | Rejected-AOC 2nd | |
| 3 | 3₹12.5 L+₹25,268 (2.07%)Rejected-AOC 679 10A VIJAY NAGAR REWARI HR 123401 | REWARI | REWARI | HARYANA | 123401 | 3 | Rejected-AOC 3rd | |
| 4 | 4₹13.3 L+₹1.0 L (8.36%)Rejected-AOC 44 NEW COLONY MARG VPO PATHRERI 122413 | GURUGRAM | HARYANA | 122413 | 4 | Rejected-AOC 4th | |
| 5 | Rejected-Technical | - | Rejected-Technical 1st preference to co-op socities as per Govt norms |
Tender Value
₹13.3 L
EMD Value
₹26,600
Closing Date
16 Apr 2025, 5:00 pmClosed
PARDEEP SINDHU
PD - II, Gurgaon
Construction of road (Change of Alignment) of existing road from HNPP road to Malpura via Lokra Mau road (Pataudi Constituency)
2025_HRY_438859_1
2025DE14EC74 1D7B 4B5A 82ED B3ACD175E608622BAR
Open Tender
Civil Works
Works
180 days
Lokra
2 documents required · 2 mandatory
₹1,000
₹26,600
Yes
28 May 2025
7 Apr 2025
17 Apr 2025
7 Apr 2025
16 Apr 2025
7 Apr 2025
Amount
[17.15.1]Granular Sub-Base with Coarse Graded Material - Grading-I or II or III (Table:- 400-2) 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 1. Grading I material [Through Rate]
[17.23.2]Water Bound Macadam Grading - II 2. Water Bound Macadam (53mm to 22.4 mm)Grading II with screenings Type “B” (11.2 mm aggregates) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications [Through Rate]
[17.6]Construction of Embankment with Material obtained from Borrow pits NA Construction of Embankment CBR 8% (for new road/ raising/ berms/ etc.) with approved material obtained from borrow pits, including compensation of earth with all lead and lift transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications. [Through Rate]
[17.66.1]Rectangular Concrete Block Pavement 1. Providing and laying of cement concrete blocks of size 0.450 m x 0.300 m x 0.15 m of cement concrete (C.C) M30 grade and spreading 25 mm thick sand underneath filling joints with sand on existing W.B.M. base as per technical specification clause 1503 [Through Rate]
[17.69.1]Interlocking Concrete Block Pavement 1. Providing and Laying 100 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 50 over the bed of 30 mm thick fine sand complete in all respect. [Through Rate]
[34.13.2]Advance Direction signboard 1200x900 square as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 2. Using high intensity Microprisomatic grade retro reflective Sheeting Class B as per IRC 67 2012 [Through Rate]
[34.20.1]Overhead sign board 6000x1500mm cantilever type single sided as per IRC 67-2012 with retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012 fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 40x40x6mm angle iron supported on designed single support system of MS pipe and plates in the form of a cantilever type truss made with 350NB pipe @50kg per metre as vertical support, 50NB pipe @ 4.50kg per metre and 40NB pipe @ 3.61kg per metre for truss including base plates, gusset plates, designed RCC foundation for fixing in ground complete as per clause 802 of MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 . 1. Using retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012 [Through Rate]
[34.8.2]Informatory sign board 800x600 rectangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 2. Using high intensity Microprisomatic grade retro reflective Sheeting Class B as per IRC 67 2012 [Through Rate]
The Harshika Co. Op L&C Society (BID ID -1243205)
The jai mahakal cooperative labour and construction society ltd. rewari (BID ID -1243231)
The Joon Coop multipurpose society (BID ID -1243010)
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