Periodical Renewal by way 30mm thick Bituminous Concrete and 5 years paid maintenance cost under PMGSY-II 1. Kansala to Bhainsru Khurd via Morkheri, Samchana road from km. 0.000 to 10.443 in Rohtak Distt. 2. Kansala to Kheri Sampla road via Ka

Amount

E/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. Package - I 8.67 Km. Package-II 7.12 Km Total 15.79 Km

Providing & laying 75mm thick (Compacted) stone metal (G-I) 63mm to 45mm gauge wearing coat to water bound macadam using screening type ‘B’ compacting with 3 wheeled steel roller/vibratory roller to achieve the desire density including lighting, guarding barricading and maintenance of diversion etc. as per clause No.404 of MoRT&H specifications for road & bridge (5th Revision) of 2013 as per drawing and design directed by the Engineer complete in all respects. (N.S.) Note:- No local earth/natural occurring sand shall be allowed to be used as binding/screening.(onlyPackage -I )

Providing & laying 75mm thick (Compacted) stone metal (G-II) 53mm to 22.4mm gauge wearing coat to water bound macadam using screening type ‘B’ compacting with 3 wheeled steel roller/vibratory roller to achieve the desire density including lighting, guarding barricading and maintenance of diversion etc. as per clause No.404 of MoRT&H specifications for road & bridge (5th Revision) of 2013 as per drawing and design directed by the Engineer complete in all respects.(N.S.) Note: Only crusthed metreial will be taken. No local land should be used.(only Package -I)

Providing and laying first coat surface dressing, including rolling with road roller etc. complete including cost of bitumen VG-10 grade using aggregate 13mm nominal size 1.00 cum and bitumen VG-10, 1 Kg/ per square metre. Clause 509 of MoRT&H specification.(5th edition ) 2013 (NS).(only Package -I)

Providing and laying tack coat with bitumen VG-10 grade pressure distributor at the rate of 0.30 kg per sqm on the prepared bitumen/granular surface cleaned with mechanical broom including cost of bitumen as per clause No. 503 (5th edition) 2013 as per MoRT&H specification (NS) Package-I 47685.00 Sqm Package-II 39160.00 Sqm Total 86845.00 Sqm

Providing & Laying 30 mm 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 vibratory rollers to achieve the desired compaction as per clause No. 507 of MoRT&H specification (5th Revision) 2013 for road and 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. 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 clause No. 3004.3, which may consists of (i) Fog seal /or (ii) crack filling and or (iii) patch woek repair as required at site in accordance with clause No.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. and nothing extra shall be payable. Package-I 1430.55 Cum Package-II 1174.80 Cum Total 2605.35 Cum

Providing and marking centre line / side line 2.5 mm thick (minimum) with hot applied thermoplastic road marking paint 10cms wide complete in all respects as furnishing all labour, materials, tools, equipments including all incidental costs necessary for carrying out in work at site conforming to the technical specification as clause No. 803 of MORT&H specification for road & 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 temperarture. 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 requirements of the specifications. The reflectorzing 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 in accordance with appendix B and C of BS : 3262 (Part – 3). Note:- Before start of work the contractor shall give 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. Package-I 2080.80 Sqm Package-II 1708.80 Sqm Total 3789.60 Sqm

Routine Maintenance Routine Maintenance cost after completion of construction for 1st year Package - I

Package - II

Routine Maintenance cost after completion of construction for 2nd year Package - I

Package - II

Routine Maintenance cost after completion of construction for 3rd year Package - I

Package - II

Routine Maintenance cost after completion of construction for 4th year Package - I

Package - II

Routine Maintenance cost after completion of construction for 5th year Package - I

Package - II Item No. 8 to 12 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 financial 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. Note:- If any discrepancy found in the unit/Nomenclature in the items of BOQ. The nomenclature of HSR/MoRT&H shall be applicable.

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