Construction of Manglore to Khadkhadi Dayala Uttarakhand Border road via Jhabreda in jhabreda Constituency of District Haridwar Under State Sector financial year 2022-23 (Honble Chief Minister Announcement No. 1173/2023).

Amount

WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages 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.

Tack Coat using VG-10 Grade Bitumen Over dry and hungry bituminous surfaces @0.40 kg/sqm

Tack Coat using VG-10 Grade Bitumen Over normal bituminous surfaces @0.35kg/sqm,

Providing and laying 100 mm thick Dense Bituminous Macadam 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 VG-30 Bulk @ 4.25% by weight of total mix 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 density (Rate shall be adjusted after execution of work on the basis of bitumen content and density achieved actually or as per job mix of formula whichever is less) @bitumen 43191.60/MT & [email protected]/ Cum adjusted as per MoRTH specification clause No. 507 complete in all respects.. Grading I - 37.5mm nominal size

Providing and laying Dense Bituminous Macadam 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 VG-30 Bulk @ 4.25% by weight of total mix 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 density (Rate shall be adjusted after execution of work on the basis of bitumen content and density achieved actually or as per job mix of formula whichever is less) @bitumen 43191.60/MT & [email protected]/ Cum adjusted as per MoRTH specification clause No. 507 complete in all respects.. Grading II - 26.5mm nominal size

Providing and laying 40 mm thick Bituminous Concrete with 100-120 TPH batch type hot mix plant producing an average output of 110 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 Bulk @5.4% by weight of total mix 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 2.35 gm/cc density (Rate shall be adjusted after execution of work on the basis of bitumen content and density achieved actually or as per job mix of formula whichever is less) @bitumen 43191.60/MT & [email protected]/ Cum adjustedas per MORTH specification clause No. 509 complete in all respects for for Grading-II

Providing and Laying of Interlocking Concrete Block Pavements of M-40 Grade having thickness 80 mm as per drawings and Technical Specification Clause 1504.

Brick on edge pavement with straight overburnt bricks laid on edge including preparation of subgrade to prescribed camber and including supply of bricks, filling joints with local sand and spreading blinding coat 1cm(3/8")depth of local sand over the entire surface and including supply of all materials, labour and T&P etc. required for proper completion of the work.

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 requirement of Table 300.2 with all lead and lift as per Technical Specification Clause 303.1.

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising 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.

Kilometre Stone 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 Technical Specification Clause 1703

5th Kilometre Stone (precast)

200 m stone (precast)

Retro-reflectorised Traffic Signs Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

Road Delineators / Vertical Guide Posts: Providing and fixing of Standard Metal Delineator consisting of minimum retro reflective unit exposed area of 330 sqcm, full cube corner micro prismatic nonmetallic retro reflective sheeting on each side conforming with IRC 67 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification with pure polyester powder coating with the minimum thickness of powder coating of not less than 40 micron. The posts shall have ellipsoidal or circular design with the height of the pole shall be 800 to 900 mm above the ground with about 200 to 300 enchored with PCC M-15 onto the ground. The front and back faces of the delineator should be curved with a radius of not more than 200 mm and with delta angle (or central angle of curve) lying between 20o and 30 o, to increase the visibility of the delineator for vehicles moving in continuous curves. The delineator shall have sufficient arrangement to make the reflective sheets vandalproof. Including all test report and warranties as per IRC 67 and IRC 79.

Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

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 technical specifications Clause 802, 803, 1202 & 1203

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical pecifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 Nominal mix (1:2:4)

Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 (Brick masonry in 1:4 cement mortar)

Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical pecifications Clause 802, 803, 1202 & 1203 R.C.C grade M 20

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202e

Raj Shyama Constructions Pvt. Ltd.

Shri Krishna And Company