Strenghthening of Subhashgarh -Alawalpur- Badhedi -Rajputana road with BM and SDBC at constituency Jwalapur Distt. Haridwar under State Sector

Amount

Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

Scarifying Existing Bituminous Surface by Mechanical Means and disposalof scarified material with all lead and lift MORD Technical Specification Clause 301.4.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and MORD Technical Specification Clause 406. (By Mechanical Means)

Medium porosity Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg/sqm using mechanical means as per MORD Technical Specification Clause 502

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsiondistributor at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom asper MORD Technical Specification Clause 503

Bituminous Macadam Providing and laying bituminous macadam with hot mix plant 100-120 TPH using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site all lead and lift laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction 2.20 gm / cc and density 2.20gm/cc as per Technical Specification Clause 504. (Bitumen VG-30 @ 3.3% of the weight of mix has been used for analysis purpose Clause 504 of MORD) . The variation in actual % of bitumen and density found less than specified values than payment shall be adjusted accordingly.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 kg per sqm on the prepared bituminousurfacecleaned with Hydraulic broom as per MORD Technical Specification Clause 503

Providing and laying Semi Dense Bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5% 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 2.30 gm / cc and density 2.30gm/cc as per MoRTH specification clause No. 508 complete in all respects Grading II - 10mm using VG - 30 bitumen. The variation in actual % of bitumen and density found less than specified values than payment shall be adjusted accordingly.

Providing concrete for plain concrete in open foundations complete as per drawings and MORD Technical Specifications Clause 802, 803, 1202 & 1203 PCC 1:3:6

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and MORD Technical Specifications Clause 802, 803, 1202 & 1203 Nominal mix (1:2:4)

Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per MORD Technical Specification Clause 301.5

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirements of Table 300.2 with all lead and lift as per MORD Technical Specification Clause 303.1.

Edging with 2nd class Bricks, laid dry lengthwise (Edging with 2nd class bricks, laid dry lengthwise, including excavation, refilling, consolidation, with a hand packing and spreading nearly surplus earth.

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including eflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MORD Technical Specification Clause 170

Ordinary Kilometer Stone (Precast)

200 m stone (precast)

For Culvert 1.50 m span Earthwork in excavation for structures as per drawing and MORD Technical Specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material..

Providing concrete for plain concrete in open foundations complete as per drawings and MORD Technical Specifications Clause 802, 803, 1202 & 1203 (PCC 1:3:6)

Providing and laying reinforced cement concrete in superstructure as per drawing and MORD Technical Specifications Clauses 800, 1205.4 and 1205.5 (R.C.C M 30)

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002,1005, 1010 & 1202 (The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First revision'2014) and IS 1786:2008 clause no. 1.6)

Brick masonry work in cement mortar 1:4 in foundation complete excluding pointing and plastering as per drawing and MORD Technical Specifications Clauses 600, 1202 & 1203

Brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and MORD Technical Specifications Clauses 600, 900 and 1208.4

Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per MORD Technical Specification

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MORD Technical Specification Clauses 614, 709, 1204.3.7

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and MORD Technical Specifications Clauses 800 and 1206.3 including supply of all material, labour and T&P etc. required for proper completion of the work.

M/S HimalayanConstruction

M/s V K Aggarwal

Shivalik Infraventures (P) Limited

M/S JUNEJA CONSTRUCTION PVT LTD

Ms Kay Kay Construction

SINEWY CONSTRUCTIONS PVT. LTD.

Krishna Constellation Private Limited

M/S DOON INFRASTRUCTURE