Widening and Strengthening of Ekauna Bhinga Road (ODR) from Chainage Km 0.000 to Km 1.800 under Rajya Yojna in Year 2024-25 in District Shravasti. (05 Years Maintenance)

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 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.]

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)

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

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

Granular Filling in FDN complete as per Drawing and Technical Specifications. MORTH 304 SR No. 12.03

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 M-35 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

Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. MORTH 800 Sr no. 14.16

PCC Grade M10 using batching plant & manual placingPCC nominal mix in Foundation with crusd stone Aggrigate 40 mm Nominal size Mechenicaly mix ,Placed in foundation and Compactiing by Vibration including Curing for 14 days. MORTH 2100 Sr No. 12.04

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical SpecificationsRCC Grade M30 using batching plant & manual placing( MORTH 1500,1700 &2200 Sr No. 15.11 E Case II)

Drainage Spouts complete as per drawing and Technical specification MORTH 2705 Sr No. 15.17

Back Filling Bihind Abutment , Wing Wall and Return Wall complete as per drawing and Specification MORTH 710.1.4.of IRC 78&2200 Sr No. 15.23

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.

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

M/s Nirbhay Constructions (BID ID -4841682)

SHIV CONSTRUCTION (BID ID -4842057)