Up-gradation of Sarkaghat Maseran to Baggi road Km. 0/0 to 24/100 under PMGSY-II (Batch-I, 2019-20) Package No. HP-08-530.Up-gradation of Sarkaghat Maseran to Baggi road Km. 0/0 to 24/100 under PMGSY-II (Batch-I, 2019-20) Package No. HP-08-530.

Amount

Excavation in soil in Hilly area by mechinical /Manual 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 to designated dumping site and stacking the serviceable/ useful material on the road berms as per technical specification clause 1603.1, 1603.2 and as directed by the Engineer -in - Charge, muttams shall be left at suitable place as directed by Engineer- in - Charge and shall be removed 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 2005.35 cubic metre @Rs. 300/- per cum amounting to Rs.601605/- only shall be done on prorata data 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.

Excavation in earth work in excavation for structures in all heights and depths all kind of soil including saturated soil comprising of pick, , jumper, blasting work both in soft and hard rock with chiseling/ wedging out of rock (where blasting is prohibite) and their causes it shall be removed by suitble diversion, pumping and bailling in out and the excavation shall be kept dry whereever so required by the contractor at his own cost, including dressing of slopes and beds setting out confirming to required lines, grades, side slopes as shown in the drawings and dirction of Engineer-in Charge and transportation soil to roadway and then disposing off surplus excavated earth in required width of road or on approved dumping site including its stacking levelling and dressing in all leads and lifts throuth all modes or transportation including head load animal load of mechanical mean or incidental to complete the work as per technical specifications clause 305.1 All useful material, such as stones, shingles, aggregate and states shall be sorted out and stacked along road sides to the maximum possible extent in all leads lifts through all modes of transportation. Any loss to the public and private property during the coursde of exection of disposal of serviceable and unseviceable material which shall be absolute responsibility of the contractor shall have to be duly compensated by him in all respect.

Providing and laying concrete Mechanically mixed and vibrated 1:4:8 (one cement: four sand:eight graded, crushed stone aggregate 40mm (forty millimetre) nominal size for plain /reinforced concrete in open foundations and plinths or similar works complete as per drawings and technical specification clause 802, 803, 1202 and 1203 and curing complete including the cost of form work and carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and laying concrete Mechanically mixed and vibrated 1:5:10 (one cement: five sand: ten graded, crushed stone aggregate 40mm (forty millimetre) nominal size for plain /reinforced concrete in open foundations and plinths or similar works complete as per drawings and technical specification clause 802, 803, 1202 and 1203 and curing complete including the cost of form work and carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and laying concrete Mechanically mixed and vibrated 1:3:6 (one cement: three sand: six graded, crushed stone aggregate 40mm (forty millimetre) nominal size for plain /reinforced concrete in open foundations and plinths or similar works complete as per drawings and technical specification clause 802, 803, 1202 and 1203 and curing complete including the cost of form work and carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Back filling with granular material behind abutment, wing wall and return wall complete as per drawing and technical specifications 1206.3 complete including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 110 mm (hundred milimetre) dia polyvinyl chiloride 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 1206.6, 614, 709.

Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Construction of granular sub-base by providing well graded material, spreading in uniform layers with mortar grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge.

Providing laying spreading and compacting stone aggregate of sizes 63-45 mm (Sixty three to forty five millimetre) to water bond macadam specification including spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 Kn in stages to proper grade and camber applying and brooming stone screening / binding material to fill up the interstices of course aggregate watering and compacting to the required density Grading –II as per tech. specification clause 405 By manual mean including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge.

Providing laying spreading and compacting stone aggregate ofsize 53-22.4mm (fifty three to twenty two point five millimetre) to water bond macadam specification including spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 Kn in stages to proper grade and camber applying and brooming stone screening / binding material to fill up the interstices of course aggregate watering and compacting to the required density Grading –III as per tech. specification clause 405 By manual mean including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge.

Prime Coat:- Preparing and applying of water soluble organo silane Nano technology ( for bitumen emulsion application, IRC accredited) with cationic bitumen emulsion CSSI and water( <1000 ppm TDS) in the ratio of 1kg organo silane nanotechnology :100 kg cationic bitumen emulsion CSSI :200 litre water Mixing & Spraying : Take 1 kg of organo silane nanotechnology and add in 200 litre water while filling water in tanker/drum and then add 100 kg cationic bitumen under circulation. Mix the solution completely .Spray the solution @1 Kg per sqm on compacted stone base. Rate including all materials labour hire charges of machery etc .complete as per MORD specifications clause 502 & direction of Engineer –in- Charge.

Tack Coat :- (With Silane Nano technology) Preparing and applying of water soluble organo silane nanotechnology (for bitumen emulsion application IRC accredited) with cationic bitumen CRSI and water (<1000 ppm TDS) in ratio of 1kg organo silane:100 kg cationic bitumen emulsion CRSI: 200 liter water .Mixing & Spraying: Take 1.4 kg of organo silane nanotechnology and add in 200 litre water while filling water in tanker/drum and then add 100 kg cationic bitumen emulsion under circulation. Mix the solution completely .Spray the solution @0.3-0.4 kg per sqm on compacted stone base. Rate including all materials labour hire charges of machery etc .complete as per MORD specifications clause 503 & direction of Engineer –in- Charge.

Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m 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 504 with Silane nanotechnology (ZycoTherm) including carriage of material within all leads, lifts and other incidental charges and as per the entire satisfaction and direction of Engineer-in-Charge.

Proviuding and laying semi dense bituminous concrete with 60-80 TPH drum type HMP producing an average out put of 50 tonne per hour using crushed aggregate of specified grading premix 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 MORD specification clause-509 with silance nanotechnology including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge.

Providing and laying of cold 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 no 803.Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge.

Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm(eighty millimetre) as per drawings and Technical Specification Clause 1504.Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge.

Construction of hill side (U-shaped) drain in accordance with the requirement of specifications true to line and grade diamentions and other particulars as per drawing and technical specifications Clause 1606.1 in cement concrete 1:3:6 (one cement : three sand : six graded crushed stone aggregate 20 mm (twenty millimetre) nominal size, with thickness of concrete 10cm (ten centimetre) of size 45cm X 25cm (forty five centimetre into twenty five centimetre) including cost of earth work in all kinds of soil and cost of form work with steel plates as per MORD specifications including carriage of materials in all leads and lifts as per the directions of Engineer-in-Charge.

Construction of hill side V-Shape drain 0.45x0.25mtr (zero point forty five into zero point two five metre) having 10 cm (ten centimetre) thick in M-10 (ten) grade in accordance with the requirement of specification true to line and grade, diamensions and other particulars as per drawing and technical specification clause 1606.1 including excavation and form work hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge.

Construction of road side parapet in cement concrete 1:5:10 (one cement : five sand : ten crushed graded stone aggregate 40mm (forty millimetres) nominal size and curing complete including cost of form work with steel plates in dressiest as per drawing including carriage of materials with in all leads and lifts as per direction of Engineer-in-Charge.

Providing and laying rubble stone fooring laid in cement mortar 1:3 (one cement : three sand) over cement concrete bedding complete as per drawing and techanical specification clause 1303 Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge.

Providing and laying Reinforced cement concrete pipe NP3/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 1101.

Providing and Fixing of "Citizen Information Board" as per specification and drawings two MS plate of 1.6mm ( One point six millimetre) thick duly welded with mild steel angle iron frame ( TATA/SAIL) 25mm x 25mm x 5mm ( twenty five into twenty five into five milimetre) size on edges supported with two Nos.vertical post and two Nos. horizontal post made of 75mm x 75mm (seventy five milimetre into seventy five milimetre) of 12 ( twelve) SWG sheet tubes posts duly embedded in cement concrete M-15 ( fifteen) grade block of 600mm x 600mm x 750mm ( six hundred milimetre into six hundred milimetre into seven hundred fifty milimetre) below ground level. All MS will be stove enameled on both side lettering and painting arrows border etcetra will be painted with ready mixed synthetic enameled paint of superior quality in required shade and colour. All section of framed posts and steel tube( TATA/SAIL) will be painted with primer and two coats of epoxy paint as per drawing and MORD specification clause 1701 including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge.

Providing and erecting direction and plaace identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide MORD specification Clause 1701, fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75x75x6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45x45x60 cm below groun level as per approved drawing including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge.

Providing and Fixing of typical PMGSY informatory sign board with Logo as per MORD specification and drawing, three MS plate of 1.6mm (one point six millimeter) thick, top and middle plate duly welded with MS flat iron 25mm x 5mm (twenty five millimeters x five millimeters) size on back on edge . The lower plate will be welded with MS angle iron frame of 25 mm x 25mm x5mm ( twenty five millimeters x twenty five millimeters x five millimeter). The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 Nos. 75mm x 75mm (seventy five millimeter x seventy five millimeters) of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade block of 450mm x 450mm x 600mm) four hundred fifty millimeters x four hundred fifty millimeters x six hundred millimeters), 600mm below ground level the top most plate will be welded to middle plate by 47mm x 47mm (forty seven x forty seven millimeters ) of 12 SWG steel plate tube. All MS will be stove enameled on both side lettering and printing arrows, border etc. will be painted with ready mixed synthetic enameled paint of superior quality in required shade and colour. All section of framed post and steel tube will be painted with primer and two coats of epoxy paint as per drawing and clause 1701 and Annexure 1700.1 including carriage of material in all leads and lifts as per direction of the Engineer-in-Charge.

Providing and fixing 5th kilometre stone (pre-cast) with reinforced cement concrete M-15 grade of standared design as per IRC 8 fixing in position including painting and printing etc. as per drawing and technical specifications clause 1703 including carriage of materials with in all leads and lifts as per direction of Engineer-in-Charge.

Provinding and fixing ordinary Kilometer stone ( pre-cast) with reinforced cement concrete M-15 grade of standared design as per IRC 8 fixing in position including painting and printing etc. as per drawing and technical specifications clause 1703 including carriage of materials with in all leads and lifts as per direction of the Engineer-in-Charge.

Providing and fixing 200 metre stone (pre-cast) with reinforced cement concrete M-15 grade of standared design as per IRC 26 fixing in position including painting and printing etc. as per drawing and technical specifications clause 1703 including carriage of materials with in all leads and lifts as per direction 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 into one hundred ten into twenty nine point five milimetre) with out nail having 50mm(fifty millimetre)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.

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 MORTH specifaction clause 811.3 Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge.

Routine maintenance works for five years Km. 0/0 to 24/100

For 1st Year

For 2nd Year

For 3rd Year

For 4th Year

For 5th Year

S.S.Chauhans Construction Private Limited