Providing 20mm thick premix carpet on G.T Road to Teora-Teori, Chhapra-Chhapri to Shahbad Ladwa Road (Road ID 8089) in District Kurukshetra.

Amount

Removal of existing CC Block pavement including transporting and stacking usable block along road side and dispose unusable blocks outside PWD land or as desired by Engineer. (HSR 17.67).

Providing & laying 150 mm Granular Sub-Base with Coarse Graded Material - Grading-I (Table:- 400-2) Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.of MORT&H specifications. Grading I material Note: - 1.Only crushed metal material should be used. No local earth sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI). 2. Materials to be used and operations of manufacturing shall be approved by the engineer. (Based on HSR 17.15.1)

Relaying of available (removed and stacked)C.C. Block M-30 Size 450x300x150mm and spreading 25mm thick sand underneath filling joints with sand as per technical specification clause 1503. (HSR 17.68)

Providing and laying of cement concrete blocks of size 0.450 m x0.300 m x 0.15 m of cement concrete (C.C) M30 grade and spreading 25 mm thick sand underneath filling joints with sand on existing W.B.M./G.S.B base as per technical specification clause 1503 (HSR.17.66.1)

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, laying and rolling of open - graded premix surfacing of 20 mm 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. (Based on HSR 17.33.1) Note: - 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. Note:-Before laying PC on existing black top all cracks shall be sealed as MoRT&H specification (5th edition) 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 and 3004.3.3 of MoRT&H specification (5th edition) 2013 respectively. Proper measurement and consumption shall be entered in MB for fog seal/or crack filling/ or patch work but no payment on this account shall be made as fog seal/or crack filling/ or patch work is/are incidental to work.

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)

Construction of embankment (on berms) with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2 as per technical clause 305 of MORT&H specifications (HSR.17.7) (use excavated earth)

Providing & fixing advance direction sign board 900x600mm rectangular as per IRC 67- 2012 with using retro reflective Sheeting Class C, 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 dause 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 anindependent 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.34.11.1)

Providing & fixing advance direction signboard 1200x1200mm square as per IRC 67- 2012 with using retro reflective Sheeting Class C as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4 mm thick aluminum Composite material (ACM) sheeting having aluminum skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminum 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 34.14.1)

Providing & Marking center line / side line 2.5mm thick (minimum) 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: - 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. (Based on HSR.34.26)

Earth work in excavation in all kind of soil by mechanical means Hydraulic excavator in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to any, including getting out the excavated soil and disposal of surplus excavated soil as directed by Engineer-in-charge, within any lead. (HSR 4.14.1)

Providing and laying in position cement concrete of specified grade 1:4:8 with stone aggregate 40 mm nominal size excluding the cost of centering and shuttering, complete in all respect. (HSR.6.1.6)

Providing and laying in position cement concrete 1:2:4 of specified grade with stone aggregate 20mm nominal size excluding the cost of centering and shuttering complete in all respect (HSR.6.1.2).

Centering and shuttering including strutting, propping etc. and removal of form for - Suspended floors, roofs, landings, balconies and access platform (HSR 6.30.3)

Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in cement Mortar 1:4. (HSR 7.21.1)

12 mm cement plaster of mix : 1:4 (HSR 11.5.3)

Providing and laying in position cement concrete 1:1½:3 of specified grade with stone aggregate 20mm nominal size excluding the cost of centering and shuttering complete in all respect (HSR.6.1.1).

Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. Thermo-Mechanically Treated bars of grade Fe-500D or more. (HSR 6.33.6)

Note: In case of any difference in the unit & nomenclature of any of the HSR items depicted in this DNIT and that given in HSR, the unit and nomenclature given in HSR shall be applicable.

Ms Partap Construction Co.