Widening and Strengthening of Semri Chauraha to Malauna Ghasiyari Road(O.D.R.) Ch.- 0.000 to 13.000 Km. Year 2025-26 in District Shravasti. (05 Years Maintenance)

Excavation of trench for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with in all lifts and lead upto 1000m.[MORTH Ref. SI No. 3.06 - 301.]

Construction of embankment with approved materials deposited at site, recieved from roadway cutting (as above Item No. 1) and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2 [MORTH Ref. SI No. 3.17 - 305.]

Construction of Embankment with Material obtained from Borrowpits by Cartage from 2 km Distance Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table [MORTH Ref. SI No. 3.16 - 305.]

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 [MORTH Ref. SI No. 3.16 - 305.] ( Cartage Earth 2.0 Km distance)

Construction of sub-grade and earthen shoulders with approved carted material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 [MORTH Ref. SI No. 3.18 - 305.]

Granular Sub-base (Grading-I) By Mix in Place Method :-Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 [MORTH Ref. SI No. 4.01 B - 401.]

Wet Mix Macadam :- 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. [MORTH Ref. SI No. 4.14 B - 406.]

Cement Concrete Pavement( P.Q.C. M35 Grade):- Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing [MORTH Ref. SI No. 6.02 - 602.]

Providing and applying Primer Coat with SS2 Grade Bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer @ 0.70 kg/sqm using mechanical means.

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5% by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade , level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.

Tack Coat :- Providing and applying tack coat with bitumen(VG 10) using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. [MORTH Ref. SI No. 5.02 - 503.]

Bituminous Concrete Grading II :- Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder(VG 30) @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. [MORTH Ref. SI No. 5.05 B - 507.]

Excavation in foundation trench of Culvert including lead up to 50Mtr. And lift upto 1.50 Mtr. Complete with all labour ,materials, T&P etc. required for proper completion of the work as SOR Item No 251

Providing and laying Cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone ballast 40 mm. nominal size) including supply of all materials. Labour and T&P etc. required for proper completion of the work and curing complete also including cost of formwork in foundation and floors. [PWD SOR 280]

Class M-150 bricks work in 1:3 in cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. [PWD SOR 307(a)

Stuck cement Pointing with cement mortar (1:2) on brickwork in sub structure & super structure as per drawing and technical specification clauses 613.3, 1204 and 1208.4 [PWD SOR CH-13/1]

Providing and Laying Reinforced Cement Concrete Pipe NP4 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head parapets Clause 1106.[PWD SOR CH-20/10 + CH-1] (600 mm Dia)

Providing and Laying Reinforced Cement Concrete Pipe NP4 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head parapets Clause 1106.[PWD SOR CH-20/10 + CH-1] (900 mm Dia)

12 mm thick plaster for number plates in 1:3 cement and coarse sand mortar including all material, labour T&P etc required for proper completion of work

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation/ substructure/superstructure complete as per Drawing and Technical Specifications. [MoRTH Sl.No. 12.40 - 1600]

Reinforced cement concrete-M20 with approved course sand and 2 cm gauge approved stone gritt in the proportion of 1:2:4 in structure excluding supply of reinforcement anf its bending but including its fixing anf bending the same with 24 BWG binding wire and including necessary centering etc complete as SOR Item No 283

Providing and laying of hot appiled thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area. Thickeness 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 streak and holes.

5th Kilometre Stone ( Precast ) Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8, fixed in position including painting & Printing Etc

Ordinary Kilometre Stone ( Precast ) Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8, fixed in position including painting & Printing Etc

Hectometer Stone ( Precast ) Reinforced cement concrete M15 grade Hectometre stone of standard design as per IRC:8, fixed in position including painting & Printing Etc

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