Providing 30mm BC on Bawal To NH-8 Rassiawas Kheri Dalu Singh (Road ID 1481,1509 and 1470) in Rewari Distt.(Re-Invited)

Amount

Providing and laying tack coat with bitumen VG-10 grade pressure distributor at the rate of 0.30 kg. per sqm. On the prepared bituminous surface cleaned with mechanical broom including cost of bitumen as per clause No.503 as per MoRT&H specification (5th edition) 2013.

Providing and laying 30mm thick compacted Bituminous Concrete (BC) in one layer with 100-120 TPH batch type Hot Mix Plant and with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with appropriate rollers to achieve the desired compaction as per Clause No.-507 MORT&H specifications (5th Revision) 2013 for road & bridge works (5th Revision) 2013 using minimum 5.4 % bitumen grade VG - 30 and processed waste plastic @ 7% of bitumen content as per IRC SP - 98 - 2013 as binder content by weight of total mix, complete in all respects including cost of bitumen instruction issued from time to time by MoRT&H regarding machinery & bitumen will be followed strictly. The use of self propelled mechanical paver fitted with electronic sensor device conforming to MoRT&H specification in mandatory. 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. Note :- 1. 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 noting 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. Instruction issued from time to time regarding bitumen from MORD will be followed strictly. Note:- Where there is only BC on existing black top, cracks shall be sealed as MoRT&H specification 5th revision clasue 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. 3004.3.3 and 3004.2 of MoRT&H specification. 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 and nothing extra shall be payable.

Providing and Making centre line / side line 2.5mm thick (minimum) with hot applied thermo-plastic road marking paint 10 Cms wide complete in all respect such as furnishing all labour, materials, tolls equipments including all incidental costs necessary for carrying out in work at site confirming to the technical specification as clause No. 803 of MORT&H specification for road and bridge works (5th revision) of 2013 / Latest edition. Each container of the thermoplastic material shall have the name trademark or other means of identification of manufacturer, batch number, date of manufacture color maximum application temperature and maximum heating temperature. The thermoplastic paint material shall be of Asian Paint-Apcomark/Berger-Sigmarc/Prismo. The glass beads shall be of Potters/Sovitec/Fleolite. The thermoplastic material shall be sampled and tested in accordance with appropriate ASTM/BS method. The contractor shall furnish to the Engineer-in-Charge a copy of certified test reports from the manufacturer of the thermoplastic material meet all requirement of he specification. The reflector zing glass beads shall meet the requirement of clause 803.4.2 and test methods mentioned in clause 803.4.2.4 shall be meticulously followed. The minimum thickness specified is exclusive of surface of glass beads the method of thickness measurement shall be accordance with appendix B and C of BS:3263 (part-3). Note:- Before stat of work the contractor shall given brand, batch number, manufacturing date of the material to be used along with a photocopy of bill duly signed by the contractor and get approved the same from Engineer-In-Charge before use.

Earth Work on berms including excavation of earth in all kind of soils including dressing the bank, side slope to given levels and templates after breaking of clouds, including the cost of rolling and watering all allowances for labour hardness wetness irrespective of all lead and lift, but including Compensation for earth taken from private land, fields etc. and compacted to meet requirement of table 300-2 of MoRT&H specification clause No. 305 and to the entire satisfaction of the Engineer of the work conforming to PWD specification No. 6.2 and 6.3 and 3.2 and the other specification 1990 Ist edition. As per X-section attached at DNIT at Section -9. Note:-No earth work will be allowed to be taken from PWD B&R/ ROW except for surplus earth after approval from Engineer.

Providing & installing shoulder mounted directional signage of various size using nonmetallic micro prismatic retro reflective sheet performing to IRC 67 - 2012 type 4 HIP specifications fixed on 3mm thick aluminum composite panel as base board with pressure sensitive adhesive having 0.5mm thick aluminum on both sides supported on single or two nos, mild steel pipe post 80mm NB medium clause 4mm thick embedded in M-30 grade concrete foundation complete as per drawing technical specification and as directed by Engineer In-Charge (Size 1200x 900mm)

1st year Maintenance as per bidding document

2nd year Maintenance as per bidding document

3rd year Maintenance as per bidding document

4th year Maintenance as per bidding document

5th year Maintenance as per bidding document Note:- The bidder is required to quote his rate for routine maintenance as defined in DNIT. The rates of routine maintenance as indicated in DNIT will be considered for fiancial evaluation and determining L-1 contractor irrespective of rates quoted by the contractor. If the rates quoted by the contractor differ from fixed rates, then it will not be considered and base rates as fixed in the DNIT will be considered . However, the total amount of L-1 will not be increased from the total amount quoted by the contractor and rebate to that extent shall have to be given by the contractor. 2. In case of any differance in the Unit & nomenclature of any HSR item of Civil PH work depicted in this DNIT and the given in HSR.The unit and nomenclature given in HSR shall be applicable .