Construction of Road starting from Civil Court Tiraha to S.B.D. Hospital Choraha in District Saharanpur Under Smart City Limited Saharanpur

Amount

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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

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 (Grading - V/Material)

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.

Providing and applying primer coat with SS-1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.

Dense Graded Bituminous Macadam Grading -I Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using Crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 per cent by weight of total 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 as per MoRTH specification clause No. 505 complete in all respects.

Tack Coat on Bituminous surfaces Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

Bituminous Concrete (Grading -II) Providing and laying bituminous concrete with higher capacity batch type hot mix plant using Crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent 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 as per MORTH specification clause No. 507 complete in all respects

Cast in Situ Cement Concrete M20 Kerb Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade on M-15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (M-15)

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification (RCC-M25)

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

M.S. Grills / Stair case railing / gates / trusher / racks etc. wrought to required from including supply of steel bolts, nuts wastage etc. and their fixing required for proper completion of the work. (S.I. No. 502(a)

Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe 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 walls and parapets .

Providing and laying of interlocking concrete Block pavement having thickness 80 mm as per drawings and technical specification Clause 1504. (Exclusive G.S.B.) (ch-20 new item 14)

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:35-2015 .The finished surface to be level, uniform and free from streaks and holes. Rates are inclusive of all taxes, royalty, etc. all T&P/machine material and labour required for proper completion of work.

Provinding and laying of hot applied thermoplastic compound 5 mm thick including reflectorising glass beads @ 250 gms per sqm area, Thickness of 5 mm is exclusive applied glass beads as per IRC 35 The Finished surface to level , uniform and free from streak and holes (For Repeated Bar/Bar Marking)

Painting on divider 1 priming and two coats of enamel paint including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.

Reflective Raised Pavement (Cat Eye/Road Stud) Supply and fixing of raised pavement marker with made of Plastic body of RPM/ Road Stud shall be moulded from ASA (Acrylic Styrene Acrylonitirite) of HIPS (High-Imoact Polystyrene) or Acryloniitrite Butadien Styrene (ABS) or Any other suitable matrerial approved by the Engineer. The Marker shall support a load of 13,635 kg tested in accordance with ASTM D4280. The Reflective panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entring the lens face. Lenses shall be mouled of methyl methecrylate conforming to ASTM D788 of equivalent. The slop or retro-reflecting surface shall preferably be 35+/-5 degree to base and the area of each retro-reflecting surface shall not be less than 13.00 sq. cm. the marker height shall not be less than 10 mm and shall not exceed 20 mm & Width shall not exceed 130 mm. The base of the marker shall be flat within 1.3 mm all road studs shall be legibly marked with the name, trade or other means of identification of the manufacture epoxy installations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surface of the markers shall be imediately removed. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. In addition, a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contrator who carries out the work of fixing of reflective road markers. In case the markers are displaced, damaged, get worn out or lose their reflectivity compared to stipulated standards, the Engineer, at his own cost. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge.

Solar Power road marker (Solar studs) The solar studs shall be made of Aluminium alloy and poly carbonate materials which shall be absolutely weather resistant and strong enough to suppor a load of 13.635 kg tested in accordance with ASTM D4280 its colour may be white red, yellow green or blue or combination as directed by the Engineer its water resistance shall meet the requirements of IP 65 in accordance with IS " 12063 1987 category 2 for protection against water ingress. The dmensions of solar studs shall not be less than 100 mm x 100mm x 10mm. It shall have super bright LEDs so as to provide long visibly from a distance of more than 800m. its flashing rate shall not be less than 1 Hz. Its should be able to give the prescribed performance in the temperature range of 400C to 550C. Its life shall be not less than 3 years. The rate shall include all materials, labour, equipments, fabrication. transportation, erection installationand incidentals all complete as per direction of the Engineer-in-Charge.

Providing and fixing of Cast Iron Circular Bollard (100mm dia, 750mm height, wt 35 to 40 kg with paint coat 80 micron) embaded 150mm in Grade M 25 Cement concrete base of size 300mm x 300mm x 300mm. Complete

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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.

Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed be the Engineer-in-charge within a distance of 60 meter (200 feet). (S.I. No. 692)

Disposal of dismantling material and excavated extra earth lead upto 7 km. with unloading (S.I. No. 235(b)

Dewatering from foundation or other place as required with 10HP desiel pump with generating set with-4" suction & delivery pipe including cost of POL. Hire charges of pump set, generator and all labour T&P etc. required as per direction of Engineer-in-charge.

Cement Concrete with 4 cm gauge approved stone grit, coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. (S.I. No. 281)

Cement Concrete with 2 cm gauge approved stone grit, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. (S.I. No. 279(a))

M/S CHAUDHARY ASSOCIATES