Widening and Strengthening of Katra- Lalbojhi Road (ODR) from Chainage Km 0.000 to Km 17.200 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 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.]

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.]

Construction of sub-grade and earthen shoulders with approved 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.]

Interlocking Tiles - Rubber moulded reflective Zig - Zag 80 mm (M-30) Providing and laying of interlocking concrete block pavement having thickness including fine sand as per drawing and technical specification clause 1504

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.]

Stablized Wet Mix Macadam(using 3.5% emulsion SS-2) & 1% OPC 43 grade cement) :- 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. [MORTH Ref. SI No. 4.15 - 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.]

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.]

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]

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. Morth 9.3 /710.1.4.of IRC:78 and 2504.2 [MoRTH 15.24 /710.1.4.of IRC:78 and 2504.2]

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] (900 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] (600 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

Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.[As per MORTH-1500, 1700, 2100,Sl 12.8] PCC Grade M15

Plain Cement Concrete M15 grade 150 mm thick flat stone appron in embedded in 300 mm thick concrete

Providing and laying 750 mm thick stone flexible apron laid over prepared filter media including boulder apron laid dry as per drawing and Technical specifications as per DRG.No. SD/111(Sheet 4 of 4) D/S and U/S

Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.[As per MORTH-1500, 1700, 2100,Sl 12.8] PCC Grade M-20

Furnishing & Placing Reinforcement concrete in super structure as per Drg. & MORTH technical specification CL.1500,1600 & 1700 Sr. No.14.1 (M25)

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]

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 Morth-13.08/2706-2200 [MoRTH 15.14 - 2700 & 2200]

P/L of cement concrete wearing coat M30 grade concrete complete as per drawing and MORTH ,Technical Specification clause no. 2702 Sr. No. 14.4

Dewatering of executed sites of works and keeping it water continously free from excavationof foundation concreting, B/W including boring up to required depth, hirecharges of diesel pumping sets sets of 10 H.P.(Water Pump), operator and maintenance, repair and operation during de- watering works i/c all materials, labour T&P etc.keeping extra diesel pumping sets as stand by arrangements for proper completion of work at site as per direction of E/I

White washing two coat including supply of all materials, labour and T&P etc requiered for proper completion of work as SOR item No 672

Colour washing two coat using approved colouring materials of buff, blue, grey or brown shade including supply of all materials, labour and T&P etc requiered for proper completion of work as SOR item No 675

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

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

Priya Construction

C S Infraconstruction Limited

M/s Chopra Traders