Periodical Renewal by way 30mm thick Bituminous Concrete (BC) for the road (i) Bandh Chowk to Buwana Lakhu upto MDR-121(ii) Mandi to Puthar upto MDR-121 in Panipat Distt (MRL-02) (iii) G.T Road (Sewah) to Begampur Taharpur via Nurpur Muglan Passina,

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 bitumen/granular surface cleaned with mechanical broom including cost of bitumen as per clause No.503 as per MoRT&H specification (5th edition) 2013. Instrution issued from time to time by MORT&H regarding bitumen VG-10 will be followed strictly. Package-I 22605.00 Package-II 23963.50 Package-II 73826.50 Total 120395.00

Providing and 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. 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 ragarding bitumen from MORD willl 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. 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 678.15 Cum Package-II 718.91 Cum Package-II 2214.80 Cum Total 3611.86 Cum

Providing & Making center line / side line 2.5 mm thick (minimum) with hot applied thermo-plastic road marking paint 10 cms wide/ 15 cm wide complete in all respect such as furnishing all labour, materials, tolls equipment including all incident 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 and trademark or other means of identification of manufacturer, batch number, date of manufacturer 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 the specifications. 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: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 1068.60 Sqm Package-II 1132.82 Sqm Package-III 3489.98 Sqm Total 5691.40 Sqm.

Earth work in excavation in foundation and trenches (HSR 6.6) Package-III

Cement Concrete 1:4:8 with stone aggregate 40 mm nominal size in foundation and plinth. (HSR 10.39) Package-III

Earth work in excavation in foundation and trenches (HSR 6.6) Package-III

Cement Concrete 1:2:4 with stone aggregate 20mm nominal size in foundation and plinth (HSR 10.41) Package-III

12 mm thick cement plaster 1:4 (HSR 15.5) Package-III

Cement concrete 1:1 ½:3 with stone aggregate 20mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement but including centering and shuttering, laid in position, complete in all respects (10.82+10.95) Package-III

Steel reinforcement TMT bars FE-500 EQR/FE-500 D grade or more for RCC work, where no included in the complete rate of RCC including straightening, bending, binding wastage, overlaps, welded joints, space bars, chairs, stays hangers and annealed steel wire etc. and placing in position complete in all respects for all heights/depths/storeys/basements etc. Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameter as actually used in work, excluding, overlaps, wastage, overlaps, couplings, welded joints, space bars, chairs, stays, hangers and annealed steel wire or other methods for binding and placing shall not be measure and cost of these items shall be deemed to be included in the rates for reinforcement (HSR 18.22). Package-III

Preparation and formation of berms and slopes as per X-sections including filling of Earth work, excavation and cutting 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 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. This item also included E/W if required in sub grade for Widening and Shoulder. Earth used for sub grade, shoulder and berms should have minimum CBR of 8%. 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 4.110 Km Package-II 4.357 Km Package-III 13.423 Km. Total 21.890 Km.

Providing & fixing public information board consisting of 75mm GI Pipe of size 2.45 m x 1.15m with 900mm x 900mm GI sheet 16 gauge connected/welded with 5 mm thick steel plate of 50mm duly painted as per column mentioned in the Drawing and fixing at site in 60 x 60 x 75 cm cement concrete 1:2:4 block complete in all respect. Package-I 2 Nos. Package-II 2 Nos. Package-III 2 Nos. Total 6 Nos.

Routine Maintenance Routine Maintenance Cost after completion of Construction for Ist Year. Package-I @Rs. 7557.00 Per Kiloemter

Package-II @Rs. 7554.00 Per Kiloemter

Package-III @Rs. 7619.00 Per Kiloemter

Routine Maintenance Cost after completion of Construction for IInd Year. Package-I @Rs. 15114.00 Per Kiloemter

Package-II @Rs. 15111.00 Per Kiloemter

Package-III @Rs. 15239.00 Per Kiloemter3

Routine Maintenance Cost after completion of Construction for IIIrd Year. Package-I @Rs. 22671.00 Per Kiloemter

Package-II @Rs. 22666.00 Per Kiloemter

Package-III @Rs. 22858.00 Per Kiloemter

Routine Maintenance Cost after completion of Construction for IVth Year. Package-I @Rs. 30227.00 Per Kiloemter

Package-II @Rs. 30222.00 Per Kiloemter

Package-III @Rs. 30477.00 Per Kiloemter

Routine Maintenance Cost after completion of Construction for Vth Year. Package-I @Rs. 30227.00 Per Kiloemter

Package-II @Rs. 30222.00 Per Kiloemter

Package-III @Rs. 30477.00 Per Kiloemter 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-I 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-I 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 Nomenculature of HSR/MoRT&H shall be applicable.

SHIV SHAKTI CONSTRUCTION CO.