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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 CrAccepted-AOC VILLAGE NEHLA TEHSIL BHUNA DISTRICT FATEHABAD | FATEHABAD | HARYANA | 125048 | ₹2.8 Cr | L1 | Accepted-AOC Lowest |
| 2 | L2₹2.9 Cr+₹7.7 L (2.77%)Rejected-Finance 126A AGGARSAIN COLONY HISAR 125001 | HISAR | HISAR | HARYANA | 125001 | ₹2.9 Cr+₹7.7 L (2.77%) | L2 | Rejected-Finance Higher |
| 3 | L3₹2.9 Cr+₹9.5 L (3.42%)Rejected-Finance DURGA COLONY NEAR M M PUBLIC SCHOOL V P O MULLANA DISTT AMBALA PIN 133203 133203 | MULLANA | AMBALA | HARYANA | 133203 | ₹2.9 Cr+₹9.5 L (3.42%) | L3 | Rejected-Finance Highest |
Tender Value
₹2.8 Cr
EMD Value
₹5.5 L
Closing Date
28 Apr 2023, 5:00 pmClosed
JASWINDER SINGH
PD- II, Ambala
Special repair for improvement of road by providing 20mm thick Premix Carpet for various 6 Nos. link road (i.e. Road ID 39, 43, 46, 248, 251 and 281) under the jurisdiction of Provincial Division No.2, PWD BandR Br., Ambala Cantt under head 3054 (Mul
2023_HRY_273551_1
202310181C85 2040 4640 85E9 57424583A300608BAR
Open Tender
Civil Works
Works
180 days
BAROLI RUKRI SOHANA BAROLI DHURANA SOHANA
Template already added
2 documents required · 2 mandatory
₹15,000
₹5.5 L
Yes
O/o EE PD-2 PWD (BandR) Ambala Cantt
11 Jul 2023
13 Apr 2023
28 Apr 2023
13 Apr 2023
28 Apr 2023
13 Apr 2023
18 Apr 2023
Amount
[HSR 17.26.2]Tack Coat 2. 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 MORT&H specifications
[HSR 17.33.1]Open - Graded Premix Surfacing 20 mm thickness 1. Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of crushed stone aggregates of specified grading premixed in a continuous type of hot mix plant of appropriate capacity not less not less than 75 tonne per hour, with bituminous binder VG - 10 @ 1.46 kg per sqm, laid with Paver Finisher Mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 510 of MORT&H specifications.
[HSR 17.36.3]Seal Coat 3. Type B with VG - 10 bituminous binder Providing and laying of premix sand seal coat premixed in continuous type HMP of appropriate capacity not less than 75 tonnes/ hours using specified fine aggregates and penetration grade bitumen @0.68 kg/sqm laid to specified levels, grade and cross fall complete as per technical clause 511 of MORT&H specifications.
[HSR 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.
[HSR 34.12.2]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 2. Using high intensity Microprisomatic grade retro reflective Sheeting Class B as per IRC 67 2012
[HSR 34.19.2]Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and IRC 67 2012, fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having 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 firmly fixed to ground including foundation concrete M-25 of size 0.45x0.45x0.60m 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 Microprismatic grade retro reflective Sheeting Class B as per IRC 67 2012
[HSR 34.26]Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including Reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
[HSR 34.27.3]Kilometre Stone Reinforced cement concrete M25 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc complete as per technical clause 804 of MORTH Specifications 3. Kilometre Stone for Village Roads
Payal Construction Company
M/s Competent Construction
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