Special repair for improvement by providing widening and strengthening on Qureshipur to Nangla Gujran Km 0.00 to 2.52 Faridabad District Road ID 10749 Transferred from HSAMB REINVITED

Amount

Milling on Bituminous surface: Dismantling of existing damaged Bitumen surface by cold milling machine upto any depth and hauling the miled material upto any lead and stacking at nearest recycling plant site (based on HSR 17.43.2)

Excavation for roadwork in soil by mechanical means including cutting, trimming bottom and slide slopes, in accordance with requirement of lines, grades and cross sections, and transporting to the embankment location within all lifts and any lead as per technical clause 301 of MoRT&H specifications (Based on HSR 17.10.01)

Compaction of & preparation of sub grade including loosening, leveling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the table 3000-2 as per technical clause 305 of MORT&H specifications [HSR 17.5.3]

Providing & laying 150 .. Granular Sub Base by with ciarse 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 specification. Grading I material (Based on HSR 17.15.1) 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) Material to be used and operations of manufacturing shall be approved by the Engineer

Providing laying WBM (G-II) 53 mm to 22.4 mm (75 mm each layer), spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding materials to fill up the interstices of coarse aggregate watering and compacting to the required density complete as per technical clause 404 of MORT&H specification (Based on HSR 17.23.2). 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.Material to be used and operations of manufacturing shall be approved by the Engineer

Prime Coat @ 0.60 Kg per sqm Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the arte of 0.60 Kg/ Sqm using mechanical means as per technical clause 503 of MoRT&H specification (Based on HSR 17.25)

Providing and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rate of 0.30 Kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per technical clause 503 of MoRT&H specification (Based on HSR 17.26.2)

Providing and laying bituminous macadam 50 mm thick with batch type hot mix plant 100-120 TPH using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause 501.6 and 501.7 to achieve the desired compaction complete as per technical clause 504 of MoRT&H specification (HSR 17.27.2)

Providing and laying 50 mm BM using the reclaimed material to the extent of 30% per cent of the required quantity after carrying out necessary check and evaluation, adding fresh material including rejuvenation as required, grade, level and thickness, all as specified in clause No.519 (5th revision) 2013 using bitumen VG-30 (minimum Bitumen content 3.4% i/c bitumen of retrieved material as per Job mix formula) using 100-120 TPH batch type hot mix plant with appropriate arrangement for use of R.A.P, appropriate roller and with hydraulic paver finisher with sensor control to the required grade. The milled material to be used in BM shall be minimum 80% of the theoretical quantity. Note:- If bitumen required is more than 3.4% as per Job mix formula, no extra payment will be paid. Extra bitumen required will be considered as incidental to work. (Based on 17.43.1)

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 ess than 75 tonne per hours 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)

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 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 (Based on HSR 17.36.3)`

Providing and laying 80 mm thick ISI marked interlocking Paver Blockx conforming to IS 15658:2006/IRC SP 63:2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect [HSR 17.69.2]

Providing and laying of cement concrete blocks of size 0.450m x 0.300m x 0.15m of cement concrete M30 grade and spreading 25 mm thick sand underneath filling joints with sand on existing W.B.M base as per technical specification clause 1503 [HSR 17.66.1]

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including Reflectrorising 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 to be level, uniform and free from streaks and holes. [HSR 34.26]. Note:- Before start of work the contractor shall give brand, batch no., manufacturing date of material to be sued and get approved the same from Engineer-in-Charge before use.

Construction of embankment (For Earth work on berm) 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 specification [HSR 17.7) (Use Excavated Earth)

Reinforced cement concrete M-25 grade village board size 1.85 x 0.90x 0.075 m of standard design, fixing in position including painting and printing etc. complete as per PWD specification, minimum reinforcement 16 Kg, Embedded in Ground upto 55 CNM, in M-15 concrete foundation 600x700x145 mm, as per Haryana PWD specification [HSR 34.27.5]

Providing and laying 600 mm Reinforced cement concrete pipe NP3 prestressed concrete pipe for culverts on first class bedding of granular material in single roa including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets 1000 mm dia, as per clause 2900 of MoRT&H specification [HSR 17.61.1]. Note:- Contractor shall supply bill of manufacturer of pipes. Pipes should bear name of manufacturer and ISI mark along with bill duly valid ISI certificate of manufacturer should be supply Without these bills certificate no payment shall be released.

Advance Direction sign board (P.I board) 900x 900 square as per 67-2012 with retro reflective sheeting 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 60x60x3.2 mm 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 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 3 year outdoor weathering test reports for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 [HSR 34.12..1) using retro reflective sheeting class C as per IRC 67 2012

SHIVA BUILD TECH PRIVATE LIMITED

S K Mittal