Widening and Strengthening of Khursheed Nala to Poore via Khairikala Road (ODR) from Chainage Km. 0.000 to Km 7.000 (Length 7.00 Km., Width increasing from 3.00 m to 7.00 m) in Year 2023-24 in District Shravasti.

Amount

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 approved carted 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 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 power 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.]

Providing and applying Primer Coat with SS1 Grade Bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer @ 0.70 kg/sqm using mechanical means.[MORT&H Ref. No. 5.01-502 A]

Dense Graded Bituminous Macadam Grading II :- 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 per cent 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. .[MORTH Ref. SI No. 5.04 B - 505.]

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.]

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 laying Filter material underneath pitching in slopes complete as per drawing and Technical specification [MORT&H Ref. No. 16.05-2504]

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications [MORT&H Ref. No. 16.04-2504]

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. as per MORT&H specification No 12.01& 304

Providing and laying of cement concrete 1:3:6 cement coarse sand and graded stone ballast 40mm nominal size including supply of all materials, labour and T&P etc required for proper completion of the workand curing complete also including cost of formwork in foundation and floors As per S.O.R S.I. No-5-280

Class M-150 brick 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 As per S.O.R S.I. No-5-307(a)

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications [MORT&H Ref. No. 13.08-2706-2200]

RCC Grade M25 using batching plant transit mixer & manual placing RCC Grade M25 [MORT&H Ref. No. 15.11 E Case II]

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications [MORT&H Ref. No. 15.13-1600]

Back filling behind abutment, wing wall and return wall with Granular material complete as per drawing and Technical Specification [MORT&H Ref. No. 13.09-710.1.4]

Providing and laying reinforced cement concrete 900mm dia Pipe NP3

12mm thick Plastering with cement mortar (1:2), 12 mm thick on brickwork in substructure as per technical specification Clauses

Pointing with cement mortar (1:3) on brickwork in sub structure & super structure as per drawing and technical specification clauses 613.3 , 1204 and 1208.4

Tej Pratap Singh

M/s Nirbhay Constructions

M/S JAI PRAKASH SINGH CONTRECTOR

JAGDISH PRASAD SHUKLA

Priya Construction

SHIV CONSTRUCTION