Strengthening of NDRF Road from Hapur Road to Thana Madhuban Bapudham.

Cleaning of jungle including uprooting of rank vegitation grass bush, wood trees and saplings of girth upto 30 cm measured at a hight of 1 meter above ground level & Sqm remooval of rubbish upto a distance of 50 meters out side the periphery of area cleared. SOR 2022 S1-259(1)

Surface dressing of the ground including removing vegitation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.50m all kind of soil. As per sor 2022 chepter 4 New Item

Dismantling of cement concrete or granolithic floors including base concrete including stacking of dismentaled materials as directed by E/l within a distance of 60 m. As per SOR 2022 S.1. no. 697

Cartage of Surplus Silt, Brick Bat garbage/Malwa etc From the site. Including Loading unloading 5.00 km distance all complete as per direction of E/I (SOR-22/231A)

Desilting of nala/Drain Running/Foul Position i.e Removal of Brick Bats, Garbage, Malba, Silt/Sluge, dewatering, divergen and stacking the same along the bank. Nala/drain etc and lead 50.00 m and lift 1.50m all comp. as per direction by the E/I. DSR-2023/2.8.1

Extra Rates for Quantities of works, Executed: In or Under Foul Position, Including Pumping out water as required. DSR-2023 (2.24.2) Rs. 260.30@25%=65.08

Earthwork in Excavation by Mechanical Means (Hydraulic Excavator)/Mannual Means in Foundation trenches or Drains (Not Exceeding 1.5m in Width or 10 Sqm on Plan), Including Dressing of sides and ramming of Bottoms, for all Lifts Including Getting out the excavated soil and Disposal of surplus Excavated soil as directed, within a lead of 50m (DSR-2023/2.8.1)

Providing and laying In Position Cement Concrete of Specified Grade Excluding the cost of centering and Shuttering-1:2:4 (1 Cement 2Coarse sand(Zone-III) Derived From natural Sources: DSR-23/4.1.3

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and einforcement: 1:1.5:3 (1 cement 1.5 coarse and (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources. DSR/23 5.2.2

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelNot rolled deformed bars. (DSR/23, 5.22.4

Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. DSR 2023 (5.9.2)

scraping old painted surface including disposal of all scraped material to a distance of 30 m as directed by E/I. S.I.-772 SOR 2022

Providing & laying spreading and compacting graded stone aggregate to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layer with paver in aub-base/base coarse on well prepared surface and compacting with vibratory roller to achieve the desired density, MORT&11-406(A.R.) 9 meter below road

Apply tack coat on surface using Emalsun pressure distributor 1.00 kg/sqm. Including coat of emalsun including maintenance of side patries and watering the during operation including supply of all materials, labour T&P etc. required for Sqm proper completion of the work as MOSTEI specification no.502 as per direction of E/1. (A.R

Apply tack coat on surface @ 0.30 kg/sqm. Including coat of bitumen including maintenance of side patries and watering the during operation including supply of all materials, labour T&P etc. required for proper completion of the work as MOSTEH specification no.502 as per direction of E/I, (A.R

Providing and laying of bituminous macadam with 100-120 TPH (tonnes per hour) hot mix plant producing an average output of 75 tonnes per hour using crushed aggregate of grading II (19mm nominal size), premixed with 80/100 bituminous binder@ 3.30% by weight of total mix, transporting the mixed material from the hot mix plant to the work site and laid over a previously prepared surface with paver finisher (hydrostatic with sensor control) to the required grade, level and alignment and rolled with smooth wheeled 8-10 tonnes for initial brake down rolling, vibratory roller 8 tonnes for intermediate rolling and finish rolling 6-8 tonnes smooth wheeled tandem roller to achieve the desired compaction and including supply of all material, labour T&P etc. required for proper completion of the work as per clause 504 of MORTH & H pacification and as pertion of Engineer-in-charge(A.R

Providing and laying bituminous concrete with 100-120 ΤΡΗ (Tonnes per hour) batch type HMP (Hot Mix plant) producing an average output of 75 tonne per hour using crushed aggregates of grading 1,(13 mm nominal size) premixed with bituminous binder of 60/70 @ 5% of weight of mix and hydrated lime filler @ 2% of weight of aggregate, transporting the hot mix to work site, laying with a hydrostatic power finisher with sensor control to the required grade, level and alignment, rolling with smoth wheeled roller 8-10 tonne Cum. for initial break down rolling, vibrator roller 8 tonne for intermediate rolling and finish folling with 608 tonne smooth wheeled tandom roller to achieve the desired compaction and including supply of all material, labour T&P etc. required for proper completion of the work as per clause 508 of MORT & H specification and as per direction of Engineer-in-charge (A.R.) Specification clause 5096

Road Marking 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:35-2015 The finished surface to be level, uniform and free from streaks and holes. SOR-2022, S no-22.2, Morth-803 (8.13)

Brick soling with straight over burnt bricks laid on bridge and dry with brick edgeing on both sides including preperation of sub grade to prescribed camber and including supply of bricks, filling joints with local earth of P.I. 5 to 7 spreading blinding coat 1 cm depth of local earth over the entire surface and including supply of all labour T & P etc. required for proper completion of the work. SI- 762(b)