Spl.Repair to Internal Road of Kailash Vihar Phase-I Such as providing periodical Renewal in stretched under non-plan scheme for the year 2025-26

Cleaning and grubbing road land including uprooting rank vegetation, grass, brushes, shurbs, and trees girth upto 300mm , removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m.including removal and disposal of top organic soil, not exceeding 150mm in thickness in area of light jungle including hire charges of all machineries as directed by the Engineer-in-Charge.

Scarifying the existing bitumenous surface to a depth of 50mm and disposal of scarifying materials with in all initial leads and lifts to 1000 mtrs. Including cost of all labour, sundries and T&P. etc. required for the work complete as per specification and direction of the Engineer-in-Charge.

Providing and laying of granular sub-base by providing coarse graded Granular Sub-base Grading-III material as per table 400-1,spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with vibratory roller to achieve the desired density complete as per Clause 401 of MoSRT&H specifications for Road & Bridge work(4th Revision)

Providing laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant , carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibrator roller to achieve the desired density as per caluse 406 of MoSRT&H specifications for road and bridge works(4th Revision)

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60kg/sqm using mechanical means as per clause 502 of MoSRT&H specifications for road and bridge works(4th Revision)

Providing & laying Bituminous Concrete of grading -II using crushed stone Gr.-II materials & 60/70 penetration grade of bitumen, preparing preemixed materials with hot mix plant, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per clauses 501, 503 and 508 of MoRT&H Specifications for Road & Bridge works (4th Revision).

Cleaning the existing black topped surface with removal of foreign materials with brooms or soft brushes and finally dusting with old gunny bags or compressed air to received the thermoplastic paint etc. including cost of all materials, cost of all labour, sundries and T&P. etc. required for the work compete as per direction of Engineer in charge.

Providing Tack coat with bitumen emulsion on prepared bituminous surface, spreading @ 0.20kg / sqm using mechanical means including cost, conveyance of bitumen emulsion & cost of all labour, machinery etc complete as per Technical Specifications and Clause -501 & 503 of MoRT&H Specifications for Road & Bridge works (5th Revision).

Scraping, cleaning, removing dust & foreign materials from road surface, applying tack coat using 3 kg of bitumen for 10.00 sqm & laying 75 mm thick built up spray grouting in two layers, each layer of 37.50mm thick using0.45cum of 25mm to 40mm size black hard crusher broken granite metal (as per sieve analysis) @ 0.45cum and 12.00kg of bitumen(60/70) for 10.00sqm in each layer with 0.12cum of 12mm size black hard crusher broken granite chips as key stone for 10.00sqm including heating, pouring bitumen over the road surface as tack coat, conveying & spreading metal & chips on the road surface to proper camber & grade and compaction with PRR including hire and running charges of PRR with cost, conveyance, royalties and taxes of all materials, cost of all labour, sundries and T&P. etc. required for the work complete as per specification and direction of the Engineer-in-Charge.

Providing & laying 30mm thick Bituminous Concrete of grading -2 using crushed stone Gr.-2 materials & 60/70 penetration grade of bitumen, preparing preemixed materials with hot mix plant, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled including cost, conveyance, royalty of all materials & cost of all labour, machinery etc complete as per clauses 501, 503 and 507 of MoRT&H Specifications for Road & Bridge works (5th Revision).

Cement concrete of proportion (1:3:6) in foundation and floors using 4 cm. size black hard (crusher broken) granite stone metal of approved quality and from approved quarry including lowering, laying concrete, watering and curing etc. complete to required levels laid in layers not exceeding 6” thick including cost, conveyance, royalties and taxes of all materials and cost of all labours, watering and curing, sundries and T&P required for the work etc. complete as directed by Engineer-in-charge.

Reinforced cement concrete of M-30 grade as per approved designs and drawings having a minimum compressive strength (in work test) of 300kg/cm2 in 15 cm cubes at 28 days after mixing and test conducted in accordance with I.S. 456 and I.S. 516 using 12 mm. to 20 mm. size black hard crusher broken granite chips (20 mm. size chips not to exceeds 25 % ) and screened and washed sharp sand for mortar of approved quality from approved quarry to be mixed in concrete mixture including hoisting, lowering, laying and compacting concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debrises from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, royalties and taxes of all materials and cost of all labours, sundries, T&P, required for the work etc. complete but excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or Tor steel tying the grills and placing in proper position as directed by the Engineer in charge.

Earth work excavation of foundation trenches in Ordinary soil including moorum, stoney earth and earth mixed with boulders except sheet rocks and boulders including dressing of sides and leveling the bed up to the required depth and disposing the excavated materials away from the work site with initial lead and lift, including shoring, shuttering with cost of all labour, sundries & T & P etc. required for the work complete as directed by the Engineer in charge.

Cutting, Straightening coiled or bent up M.S. rods or Tor steel (Fe-500) SAIL/TATA/JINDAL make welding or jointing if necessary, bending, binding, tying the grills and laying in position as required for R.C.C. works and hoisting, lowering and placing in position in all floors according to approved designs and drawings including cost, conveyance, taxes of M.S. rods or Tor steel and binding wires of 18 to 20 gauge required for the work and cost of all labour, sundries, T&P etc. complete in all respect as directed by the Engineer in charge (payment will be made according to the actual weight of M.S. rod / Tor steel consumed in the work and no separate payment will be made towards weight of binding wires which is to be borne by the contractor at his own cost)

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes as per Technical Specifications and Clause - 803.4 of MoRT&H Specifications for Road & Bridge works (5th Revision).

Carriage of excavated/over burden earth and/or dismantled debrises from the site and disposing off the same within 5 km. lead by mechanical transportation including hire and running charges of machineries, cost of all labour, sundries and T&P. etc. required for the work complete as directed by the Engineer-in-charge.