Re-Carpeting of Roads in the Campus of Civil Hospital, Sector-6, Panchkula.

Amount

Earth work in excavation in foundations, trenches etc. in all kinds of soil, not exceeding 2 meters depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry in 15 cm layers with compaction, including disposal of all surplus soil as directed within a lead of 30 Mtrs. (HSR 6.6)

Dismantling of cement concrete plainn 1:2:4 mi complete in all respect (HSR.8.6 d)

Cement concrete 1:4:8 with stone aggregate 40 mm nominal size in foundation & plinth. (HSR 10.39)

Precast cement concrete 1:2:4 with stone aggregate 20 mm nominal size in Kerbs and the like items, finished smooth with 6 mm thick cement plaster 1:3 on exposed surface including from work, placing and fixing in position, complete at the ground level complete. (HSR.10.77)

Precast cement concrete 1:2:4 with stone aggregate 20 mm nominal size in Kerbs and the like items, finished smooth with 6 mm thick cement plaster 1:3 on exposed surface including from work, placing and fixing in position, complete at the ground level complete. (HSR.10.77)(L/R)

Providing and laying 80mm thick ISI marked interlocking paver blocks conforming to IS 15658:2006/IRC:SP:63-2004 of all Shapes and colours in design mix cement M-40 over a bed of 30mm thick fine sand complete in all respect. (HSR.10.159) (Note Reputed make paver block only ISI marked will be used as approved by Engineer-in-Charge)

Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surface. (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). (HSR 16.25) (TR)

Painting two coats with ready-mixed exterior paint in all shades on newly plastered or concrete surface of walls. (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). (HSR 16.26). (TR)

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 (N.S.)

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 rollers to achieve the desired compaction as per clause No.507 MoRT&H specification (5th Revision) 2013 for road and bridge works (5th Revision)2013 using minimum 5.4% to bitumen grade VG-30 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:- Before carrying out bituminous work, coating & striping 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 striping agent will be used by contractor. The Anti striping agent should conform to the requirement as stipulated in IS-14982:2017. The cost so incurred will be considered s incidental to work and nothing extra shall be payable. The type and brand of anti-striping 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: - 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.

Providing and laying and consolidation (BUSG) of Stone metal, wearing Coat to built up spray grout specification , including making side dowels, carrying the metal from stacks and spreading to templates in the first layer and consolidating the same , with road roller, to proper camber, giving first spray of blinder, and again laying second layer of stone metal, including consolidating with road roller to proper camber, and second spray of binder including spreading the key aggregate and rolling with road roller, excluding the cost of templates , barriers and lighting arrangement and chowkidars and also the cost of tack coat (NS).

Note:- 1:- In case of any difference in the unit & nomenclature of any of the HSR items of Civil, PH & EI work depicted in this DNIT and the given in HSR, the unit and nomenclature given in HSR shall be applicable. 1. Only reputed make material will be used (Make/ Brand exhibited in HSR and exhibited in approved standard document) by the Engineer-In-Charge, While executing various items/ works at site.