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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.3 LAccepted-AOC 62 BALSAMAND ROAD HISAR 125001 | HISAR | HARYANA | 125001 | L1 | Accepted-AOC Allotted | |
| 2 | L2₹41.2 L+₹3.9 L (10.4%)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₹42.4 L+₹5.1 L (13.7%)Rejected-AOC SHOP NO 452 1ST FLOOR NEW GRAIN MARKET KARNAL 132001 HARYANA | KARNAL | HARYANA | 132001 | L3 | Rejected-AOC EMD Release | |
| 4 | L4₹43.8 L+₹6.5 L (17.4%)Rejected-AOC C O PAWAN KUMAR S O SH RISHAL SINGH R O VPO RAWALWAS KHURD HISAR | HISAR | HISAR | HARYANA | L4 | Rejected-AOC EMD Release | |
| 5 | L5₹44.2 L+₹6.9 L (18.4%)Rejected-AOC | L5 | Rejected-AOC EMD Release |
Tender Value
₹56.2 L
EMD Value
₹1.1 L
Closing Date
17 Feb 2023, 5:00 pmClosed
SACHIN BHATI
PD - I, Hisar
Special Repair of Rawalws khurd to Hindwan Road in Hisar Disttl (Road ID 4918) RD 0.00 to 0.370 and 0.765 to 0.970.
2023_HRY_255464_1
2023CFF2C8F2 AE13 42B6 BE56 C30AB9F12CF6629BAR
Open Tender
Civil Works
Works
180 days
HINDWAN RAWALWAS KHURD
2 documents required · 2 mandatory
₹5,000
₹1.1 L
Yes
Superintending Engineer Hisar Circle PWD BandR His
9 Aug 2023
27 Jan 2023
20 Feb 2023
27 Jan 2023
17 Feb 2023
27 Jan 2023
30 Jan 2023
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
[17.23.2]Water Bound Macadam Grading - II 2. Water Bound Macadam - II with Screening Type A / Type B 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
[17.3]Dismantling of flexible pavement by Mechanical Means Bituminous course
[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.
[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
[17.69.2]Interlocking Concrete Block Pavement 2. Providing and Laying 80 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 40 over the bed of 30 mm thick fine sand complete in all respect.
[34.12.1]Advance Direction sign board 900x900 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 1. Using retro reflective Sheeting Class C as per IRC 67 2012
[5.23.2]Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 2. Nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix)
Recover item Credit of dismantled Stone mettaled 80% @ Rs. 792/- Per Cum.
M/s harpal Singh
KULDEEP KUMAR CONTRACTOR
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