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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹87.9 LAccepted-AOC 89 SECTOR 12 A PANCHKULA | L-1 | Accepted-AOC Lowest | |
| 2 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹1.0 Cr
EMD Value
₹2.0 L
Closing Date
6 Dec 2021, 5:00 pmClosed
Superintending Engineer
Superintending Engineer Karnal Circle PWD B N R Karnal
Periodical Renewal by way 30mm thick Bituminous Concrete and 5 years maintenance cost on Panipat to Mohali via Kutani Rajakheri (RD 2.20 to 4.77 6.00 to 8.23 equal 4.800 Km.) (Road ID-8173 plus 8174 plus 8175) in Distt. Panipat (Constituency 24 Pani
2021_HRY_196697_1
PWD_PNP_189
Open Tender
Civil Works
Works
120 days
Panipat
Please refer Tender documents.
3 documents required · 3 mandatory
₹15,000
Yes
₹2.0 L
Yes
Karnal
24 May 2022
19 Nov 2021
7 Dec 2021
19 Nov 2021
6 Dec 2021
19 Nov 2021
29 Nov 2021
Amount
Providing and applying tack coat with penetration grade bitumen VG - 10 using bitumen pressure distributor @ 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)
Providing and laying 30mm thick bituminous concrete (BC) with 100-120 TPH batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG -30 @ 5.4% per cent of mix and filler and 7% plastic waste, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor controlto 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. Note: I If bitumen required more than 5.4% as per job mix formula no extra payment will be made, extra bitumen required will be considered as incidental to work. II- Before carrying out bituminous work, coating & stripping of bitumen aggregate mix is to be performed in accordance with IS-6241. If coating and stripping of bitumen aggregate mix is less than 95%, anti stripping agent will be used by contractor. The anti- stripping agent should conform to the requirement as stipulated in IS 14982:2017. The cost so incurred will be considered as incidental to work and nothing extra shall be payable. The type and brand of anti-stripping agent along with procedure shall be approved by SE-in-charge in writing before start of work. A proper record of results be maintained and same shall be submitted along with bills by the contractor. III - Where there is only BC on existing black top, cracks shall be sealed as MoRT&H specification 5th revision clause No. 3004.3, which may consists of (i) Fog seal/ or (ii) crack filling and or (iii) patch work repair as required at site in accordance with clause No. 3004.3.2, 3004.3.3 and 3004.2 of MoRT&H specification 5th revision respectively. Proper measurement and consumption shall be entered in MB for cracks sealed but no payment on this account shall be made as crack filling is incidental to work.
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. Note:- 1. A sealing primer may be applied in advance on Cement Conrete pavement to ensure proper bonding and/or curing compund to be removed where paint is required to be applied on concrete surface (HSR 34.26)
Construction of Embankment (for berms) with approved material obtained from borrow pits, including compensation of earth, with all lifts and leads, 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 (Based on HSR 17.6)
Advance Direction sign board (P.1. 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 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 34.12.1) Using retro reflective Sheeting Class C as per IRC 67 2012. Notes:- The Item for which no rate or price has been entered in will not be paid for by the Employer when executed and shall be deemed to be covered by other rates and prices in the bill of Quantities (Refer: ITB 13.2) Unit rates and prices shall be quoted by the bidder in Indian rupees [ITB Clause 14.1]. For routine maintenance, the unit rate indicated by the authority shall apply. The bidder is required to accept these rates. Further, the payment shall be performance based. It may kindly be noted that the contractor would be obligated to carry out 05 years paid maintenance of Rs. 6.71 lacs as per the fixed rates mentioned as Annexure-‘A’ in the DNIT. However, the item of 05 years maintenance shall not be part of BOQ to avoid any confusion.
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