Construction of PCC Road Guard wall and Two Span Culvert from Lutawa to Pandanwatand via Losidama in Panchaayat Chepakala Undwe Block Barkagaon Dist Hazaribag

Providing 12 mm thick cement plaster (1:3) with clean coarse sand of F.M. 1.5 with 1.5mm cement punning including screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per specification and direcition of E/l.

Providing Tuck Pointing in cement on stone masonary (1:3) cement on brick work with clean coarse sand of F.M. 1.5 including

Clearing of grass and removal of rubbish up to a distance of 50 m outside the periphery of the area as per Technical Specification Clause 201 S.O.R. Item No. (2.2)

Excavation for road work 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 tranporting to the embankment location within all lifts and lead upto 1000 m

Excavation for roadwork in Ordinary Rock 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 within all lifts and lead upto 1000m

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, backfilling the excavation earth to the extent required a nd utilising the remaining earth locally for road work. Ordinary Soils

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, backfilling the excavation earth to the extent required a nd utilising the remaining earth locally for road work. Ordinary Rocks

Construction of Subgrade 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 with 1000M lead as per Technical Specification Clause 303.1 S.O.R. Item No. 3.18

Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tablea 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.41 S.O.R. Item No.3.19 Case-II (ii)

Granular sub-base with Close Graded Material (Table:400-1) Plant Mix Method (Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401) With Grading -III Material S.O.R. Item No. 4.1 B (iii) Factor =1.01

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve 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

Direction and Place Identification Signs with size more than 0.9 sqm size Board.(Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm Angle mounted on two nos. of mild steel circular pipe 65 NB, 3.2mm thickness and 4.5m meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)

Sand Filling in foundation trenches as per drawing & technical specification S.O.R. Item No.12.03 (RDD)

Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications. Random Rubble masonry (coursed/uncoursed)

Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. Grade-M15 S.O.R. Item No.12.08 A (RDD)

Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. Grade-M15 S.O.R. Item No.12.08 A (RDD)

Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications Random Rubble Masonry (Coursed/uncoursed) S.O.R. Item No.13.04 (RDD)

Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications PCC Grade M15 using batching plant & concrete pump

Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications PCC Grade M-20 using batching plant & concrete pump 13.5 B(p)

Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications

Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications.

Backfilling behind abutment ,wing wall and return wall with Sandy material complete as per drawings & technical specification clause 1204.3.8 Granular Material RDD 13.9(B)

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M25 Using Batching Plant, Transit Mixer and Concrete Pump Height upto 5m

Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. RDD 14.4

Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.

Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 all complete job. RDD 15.9

Dewatering during working period with 10 HP diesel set … do …. Do all complete job.

Cement (Lead 15 KM)

Sand (Lead 21 KM)

Stone chips (Lead 32 KM)

Stone Dust

Boulder (Lead 32 KM)

Steel (Lead 15 KM)

Goods & Services Tax (G.S.T.) - 18%

Labour Cess - 1%

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