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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.3 LAccepted-AOC MAHALAKPUR NIZAMPUR AGHWANPUR ROAD AGHWANPUR MORADABAD UTTAR PRADESH 244001 | MORADABAD | UTTAR PRADESH | 244001 | L1 | Accepted-AOC LOWEST | |
| 2 | L2₹14.6 L+₹1.2 L (9.35%)Rejected-Finance RASUL PUR RASUL PUR 133204 | YAMUNANAGAR | HARYANA | 133204 | L2 | Rejected-Finance HIGHER | |
| 3 | L3₹15.8 L+₹2.5 L (18.5%)Rejected-Finance BHIWANI | BHIWANI | HARYANA | 127021 | L3 | Rejected-Finance HIGHER |
Tender Value
₹16.4 L
EMD Value
₹33,000
Closing Date
30 Dec 2021, 5:00 pmClosed
Raj Kumar, EE
Executive Engineer,Jag Provincial Division PWD B and R Br Yamuna Nagar
Road furnitures for road along Dadupur Nalvi Canal from Kail to Jagadhri Chhachhrauli road (NH-907) in Yamuna Nagar District
2021_HRY_197268_2
PWD/CHD/YNGAR/1207
Open Tender
Construction Works
Works
60 days
Yamuna Nagar
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,000
₹33,000
Yes
Yamuna Nagar
24 Mar 2022
17 Dec 2021
31 Dec 2021
17 Dec 2021
30 Dec 2021
17 Dec 2021
23 Dec 2021
Amount
Moulded Shank Road Stud Supplying and fixing of single mould twin shank reflective road studs made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values@ ASTM E 809 & ASTM D 4280. The detailed specifications and the product shall conform to ASTM D4280 and ASTM E 809. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 like abrasion resistance and fixed to the road surface using the epoxy adhesive. Two cylinderical polymer shanks of not less than 20 mm diameter and not less than 30mm length shall be moulded in the RPM body. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or methyl Methacrylate conforming to ASTM D788. The supplier shall provide a 2 years warranty for satisfactory field performance as per clause 804.7.3 of MORT&H 5th revision specifications. (HSR 34.34)
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 MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & 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. Using retro reflective Sheeting Class C as per IRC 67 2012 (HSR 34.19.1)
Cautionary sign board 900x900x900mm triangular 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 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 MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports including three year outdoor weathering test report for sheeting tested in India condition from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 (HSR 34.4) Using high intensity Microprisomatic grade retro reflective Sheeting Class B as per IRC 67 2012 (HSR 34.4.2) i) For Curve Boards (HSR 34.4.2)
ii) For Bridge Ahead (HSR 34.4.2)
iii) For Direction Sign Boards (HSR 34.4.2)
iv) For Cross Junction (HSR 34.4.2)
Providing and fixing of standard Metal Delineator as per IRC 79:2019 consisting of retro reflective area in white colour using Microprismatic retro reflective sheeting on each side conforming with IRC 67-2012 and meeting the coefficient of retro reflection values as per Class C table specification. The delineator shall be painted with only black colour powder coat of minimum 40 microns thickness, on top of retro reflective sheeting only in white colour shall be pasted on both sides. The structure shall have height not less than 800mm above ground, width not less than 100mm and shall extend not more than 300mm below ground while being installed. The delineator shall have grooves across the length to make the reflective sheet vandal proof. The delineator is meant for application on gaps in median, traffic islands, dangerous bends, roundabouts, narrow bridges etc or as desired by site engineer. The product shall be provided with 3 year outdoor warranty report tested in India condition as per IRC 67: 2012 requirement. (HSR 34.37)
Providing and fixing Solar Bllinker with 192 capacity LED colour Red amber including 10 ampier battery and 10 wall solar panel.
Informatory sign board 900x600 rectangular 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 0.5mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200mm 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 MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & 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 (HSR 34.11) Using high intensity Microprisomatic grade retro reflective Sheeting Class B as per IRC 67 2012 (HSR 34.11.2) (For Chevron Sign Board)
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 17.26.2)
Bituminous Macadam 50 to 75 mm thickness (grading II) with batch type hot mix plant 100 -120 TPH Providing and laying bituminous macadam 50-75 mm thick with Batch type hot mix plant 100-120 TPH using crushed aggregates of specified grading premixed with bituminous binder VG - 30 @3.4% transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction complete as per technical clause 504 of MORT&H specifications (HSR 17.27.2) Grading II (19 mm nominal size)
Providing, laying and rolling of open-graded premix surfacing of 20mm 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 17.33.1).
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 17.36.3).
1) In case of any difference in the unit & nomenclature of any of the HSR items depicted in this DNIT and the given in HSR, the unit of nomenclature given in HSR shall be applicable. 2) In case of any difference in the unit of any non schedule item depicted in this DNIT and the conventional unit of that N.S. item as per practice in this department, the conventional unit as per practice shall be applicable
M/s Krishana Construction Company VPO Rasulpur
manoj kumar contractor
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