Widening and strengthening with BM and SDBC of Bongla-Rohalki-Alipur road in constituency Jwalapur Distt. Haridwar under State Sector

Amount

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 Scarifying the existing bituminous road surface and disposal of scarified material with a all lead and lift as per MORD TechnicalSpecification Clause 301.4

Gravel/Soil-Aggregate Base (Table 400.2) Grading A Construction of gravel/soil-aggregate 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 three wheel 80-100 kN static roller to achieve the desired density, completeas per MORD Technical Specifications Clause 402

Providing, laying, spreading and compacting stone aggregates of specific sizesto water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kN static roller instages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MORD Technical Specification Clause 405

Providing, laying, spreading and compacting stone aggregates of specific sizesto water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kN static roller instages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per MORD Technical Specification Clause 405

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 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

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned withHydraulic broom as per 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 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 bituminous surface cleaned 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 110 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0% 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 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.

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.

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

Edging with 2nd class bricks, laid dry lengthwise, including excavation, refilling, consolidation, with a hand packing and spreading nearly surplus earth within all lead)

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.

Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and MORD Technical Specification Clause 1504 (including 3 cm. thick sand bed layer and colour & pattern approved by engineer in charge.)

Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and MORD technical specifications Clause 802, 803, 1202 & 1203

Providing concrete for plain concrete in open foundations complete as per drawings and MORD technical specifications Clause 802, 803, 1202 & 1203 PCC 1:2:4

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MORD Technical Specification Clause 801 800 mm x 600 mm rectangular

600 mm equilateral triangle

900 mm equilateral triangle

800 mm x 600 mm rectangular

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 all lead , dressing of sides and bottom and backfilling in trenches with excavated suitable material..

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

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 25)

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

SHREE AADI SHIV CONSTRUCTION

M/S HimalayanConstruction

M/S DOON INFRASTRUCTURE

M/s V K Aggarwal

SINEWY CONSTRUCTIONS PVT. LTD.

doon associates