Improvement and Strengthening of Lambathach Shilibagi Kalhani Kashoud Pandli Bakhli Road Km 0/000 to 68/000 Section Kalahni to Pandoh Km 36/000 to 68/000 Job No CRF HP 2018-19-168

Amount

Excavation in soil in Hilly area by mechinical means in all heights and depths all kinds of soil such as a pick work , jumper work , blasting work both in soft and hard rock with chiesling / wedging out rock (where blasting is prohibited ) and other intermediate classification of soil including cutting and trimming of side slopes and disposal unserviceable material by mechnical transport and stacking the serviceable/ useful material on the road berms as per technical specification clause 1603.1, 1603.2 (Morth specification) and as directed by the Engineer -in - Charge, muttams shall be left at suitable place as directed by Engineer- in - Charge and shall be recovered only after attaining the formation level and after final checking of Engineer-in- Charge. The work shall be executed in workman like manner and avoid any damage to the private / Govt. property in the vicinity of work site , if any damage occurs to any property during the course of execution shall be the absolute responsibility of the contractor , which shall have to be duly compensated by him in all cases. The recovery of useful stone quantity 3237.38 cum @ 300/- per cum amounting to Rs:- 971214/- only shall be done on prorata basis in each running bill for this item.Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge.

Earth work in excavation of foundation of structures in all kinds of soilas 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 and utilising the remaining earth locally for road work.as per MORTH specification clause No. 304 Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge.

Plain cement concrete 1:3:6 (1cement:3 sand: 6 graded stone aggregate) in foundation with crushed stone aggregate 40 mm (forty milimetre) nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 (fourteen) days and form work Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge,clause2100.

Loosening of the ground upto any level below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction clause 305.3.4 including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge.

Providing, laying, spreading and compacting stone aggregates of 63 mm to 45 mm sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3(three) wheeled steel/ vibratory roller 8-10 (Eight -Ten) tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. WBM Grading -II.Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge.clause 404.

Providing, laying, spreading and compacting stone aggregates of 53 mm to 22.4 mm sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 (Three) wheeled steel/ vibratory roller 8-10 (Eight -Ten)tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. WBM Grading -III.Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge. clause 404.

Providing and laying cement treated soil sub base/base spreading soil on a prepared sub grade, pulverizing, adding the designed quantity of cement to the spread soil, mixing in place with state of art recycling machine and compacting with the road roller at OMC to achieve the soaked CBR value 15 % to form a layer of 200 mm (two hundred millimeter) thick sub-base/base(with 5% cement) Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge.

Providing and laying cement treated soil sub base/base spreading soil on a prepared sub grade, pulverising, adding the designed quantity of cement to the spread soil, mixing in place with state of art recycling machine and compacting with the road roller at OMC to achieve the soaked CBR value >15% to from a layer of 200 mm(Two hundred millimeter)thick sub-base/base(with 4% cement) Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge.

Providing and laying wet mix Macadam 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 paver in sub base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density.Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge.

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 0.60 kg./sqm( Zero point six zero kilogramme) / squaremetre using mechanical means as per Technical specification clause 502. including hauling/ carriage of all labour equipment and materials to various location through all modes of transportation in all leads and lifts of material to the entire satisfaction as per direction of Engineer-in-charge.

Providing and applying tack coat with Bitumen emulsion using emulsion distributor at the rate of 0.25 kg ( zero point two five kilo gramme)per squaremetre on the prepared granular surfaces treated with primer and cleaned with Hydraulic broom as per technical specification clause 503. including hauling/ carriage of all labour equipment and materials to various location through all modes of transportation in all leads and lifts of material to the entire satisfaction as per direction of Engineer-in-charge.

Providing and applying tack coat with Bitumen emulsion using emulsion distributor at the rate of 0.20 kg ( zero point twenty kilo gramme)per squaremetre on the bitumenous surfaces treated with primer and cleaned with Hydraulic broom as per technical specification clause 503. including hauling/ carriage of all labour equipment and materials to various location through all modes of transportation in all leads and lifts of material to the entire satisfaction as per direction of Engineer-in-charge.

Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per table 500.7 premixed with bituminous binder transported to site with in all leads and lifts complete laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per technical specification clause No. 504 as per the directions of Engineer - in- Charge.

Proviuding and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average out put of 75 tonne per hour using crushed aggregates of specified grading premixed with bituminous binder @4.5 to 5 percent of mix and filler, transporting the hot mix to work site,laying witha hydrostatic paver finisher with sensor control to the required grade,level and alignment,rolling with smooth wheeled,vibratory and tandem roller to achive the desired compaction as per MORTH specification clause-509 including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge.

Providing and laying plain / reinforced cement concrete in foundation, including formwork, excluding cost of reinforcement complete as per drawing, technical specification sections 1500, 1700 & 2100, M15 Grade including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge.

Providing and fixing reinforced cement concrete M-15 grade 5th (Fifth) kilometre stone (precast) of standard design as per IRC 8-1980, fixing in position including painting and printing as per MORTH clause no 805 .Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge

Providing and fixing reinforced cement concrete M-15 grade Ordinary kilometer stone (precast) of standard design as per IRC 8-1980, fixing in position including painting and printing as per MORTH clause no 805 .Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge

Providing and fixing reinforced cement concrete M-15 grade Hectometer stone (precast) of standard design as per IRC 26, fixing in position including painting and printing as per MORTH clause no 805 .Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge

Direction and Place Identification Signs more than 0.9 sqm (zero point nine squere metre)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, 2mm (two milimetre)thick with area not exceeding 0.9 sqm (zero point nine Squere metre) supported on a mild steel single angle iron post 75 x 75 x 6 mm (Seventy five into seventy five into six milimetre) 2 nos (two Number) firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm (forty five into forty five into sixty centimetre), 60 cm (Sixty centimetre)below ground level as per approved drawing.Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge.

Direction and Place Identification Signs upto 0.9 sqm (zero point nine squere metre)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, 2mm (two milimetre)thick with area not exceeding 0.9 sqm (zero point nine Squere metre) supported on a mild steel single angle iron post 75 x 75 x 6 mm (Seventy five into seventy five into six milimetre) 2 Nos (Two Nos) firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm (forty five into forty five into sixty centimetre), 60 cm (Sixty centimetre)below ground level as per approved drawing.Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge.

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm (one point five milimetre) thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm (Seventy five into seventy five into six milimetre) firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm (forty five into forty five into sixty centimetre), 60 cm (Sixty centimetre) below ground level as per approved drawing.Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge

Providing and laying of hot applied thermoplastic compound 2.5 mm (two point five milimetre)thick including reflectorising glass beads @ 250 gms (two hundred fifty grams) per sqm area, thickness of 2.5 mm (two point five milimetre) is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.as per MORTH specification clause 803 including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge

Providing and fixing pavement marker(Cat eyes) made out of ABC 3 metre(Three Metre) plastic of size 128x110x29.5 mm (one hundred twenty eight X one hundred tenX twenty ninepoint five)with out nail having 50mm stem of ABS. the pavement marker shall be installed with epoxy ABC including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge Techinical specification 804

Providing and fixing road side delineators ofhieght 600 mm(six hundred millimetre) made of MS pipe of size 50mm(fifty millimetre) of 1.6 SWG having high intensity micro prismatic reflective sheet confirming to ASTM type-XI upto 300 mm lenght balance 300 mm.(three hundred millimetre) It shall be painted with synthetic enamel paint of alternate colour black & white strips.It shall be fixed with 30x30x30cm block with cement concrete 1:2:4 20 mm(twenty millimetre) nominal size complete .Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge as per Techinical specification clause 806

Back filling with granular materials behind abutment, wing wall and return wall complete as per drawing and Technical Specification Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge, clause 1206.3 as per MORTH specification

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm (hundred milimetre) dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications.Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge, clause 2706 & 2200.

Providing and erecting Type -A "W"metal beam crash barrier comprising of 3mm (three milimetre)thick corrugated sheet metal beam rail, 70cm (seventy centimetre)above road/ground level fixed on ISMC series channels vertical post 150x75x5mm (one hundred fifty into seventy five into five milimetre)spaced 2 m (two metre)centre to centre 1.8 m (one point eight metre) high 1.1 m (one point one metre) below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS: 1367 and IS: 1364, metal beam rail to fixed on the vertical post with a spacer of channel section 150x75x5mm (one hundred fifty into seventy five into five milimetre). 330 mm (three hundred thirty milimetre)long complete as per clause 811.3 MORTH Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge

Providing and laying plain / reinforced cement concrete in sub-structure, including formwork, excluding cost of reinforcement complete as per drawing, technical specification sections 1500, 1700 & 2200, M15 Grade including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge.

Providing and laying plain / reinforced cement concrete in sub-structure, including formwork, excluding cost of reinforcement complete as per drawing, technical specification sections 1500, 1700 & 2200, M20 Grade including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge.

Providing and laying Reinforced cement concrete pipe NP4/prestressed concrete pipe 900 mm(nine hundred millimetre) dia for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 (one cement :two sand) but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets.Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge, clause 2900.

Providing and laying plain / reinforced cement concrete in sub structure, including formwork, excluding cost of reinforcement complete as per drawing, technical specification sections 1500, 1700 & 2200, M20 Grade including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge.

Furnishing and placing reinforced/ prestressed cement concrete in super structure, including formwork, excluding cost of reinforcement complete as per drawing, technical specification sections 1500, 1600 &1700 and 2304 M25 Grade including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge.

Providing and Laying cement wearing coat M-30 grade including reinforcement form work complate as per drawing and technical specification clauses 2702 including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge.

Supplying , fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specification including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge. As per clause 1600

Supplying , fitting and placing HYSD bar reinforcement in super structure complete as per drawing and technical specification including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge. As per clause 1600

Vijay Kumar Sharma

GARG SONS ESTATE PROMOTERS PVT LTD