Balance work of Metalling and Tarring on Baunchari to Kandha road Km. 0/0 to 12/0 (L-026) under Regular PMGSY (Batch-II, 2017-18) Stage-II Package No. HP-08-459.

Amount

Excavation in earth work in excavation for structures in all heights and depths in all kinds of soil including saturated soil comprising of pick, , jumper, blasting work (both in soft and hard rock) chiseling/ wedging out of rock (where blasting is prohibite) and their intermediate classification. If water is met due to stream flow, seepage, rain and other causes it shall be removed by suitable diversion, pumping and bailing in out and the excavation shall be kept dry wherever so required by the contractor at his own cost, including dressing of slopes and beds setting out conforming to required lines, grades, side slopes as shown in the drawings and as per direction of Engineer-in Charge and transportation of soil to roadway and then disposing off surplus excavated earth in acquired width of road or on approved dumping site including its stacking, levelling and dressing in all leads and lifts through all modes of transportation including head load, animal load of mechanical means or incidentals to complete the work as per technical specifications clause 305. All useful material, such as stones, shingles, aggregate and slates 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 course of exection or disposal of serviceable and unseviceable materials which shall be absolute responsibility of the contractor which shall have to be duly compensated by him in all respects.

Providing and laying mechanically mixed and vibrated concrete for plain concrete in open foundations complete including form work as per drawings and technical specifications clause 802, 803, 1202 & 1203. Plain cement concrete 1:6:12 (one cement : six sand :twelve graded/crushed stone aggregate 40mm (forty millimetre) nominal size) and curing complete including carriage of materials and other incidentials in all leads and lifts and as per direction of the Engineer-in-Charge.

Providing and laying cement concrete 1:5:10 (one cement :five sand:ten graded stone aggregate 40 mm nominal size) and curing complete including cost of form work in retaining wall and breast wall as per HP,PWD specification complete within all leads and lifts of material and other incidentals.

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

Providing and laying mechanically mixed and vibrated concrete for plain concrete in open foundations complete including form work as per drawings and technical specifications clause 802, 803, 1202 & 1203. Plain cement concrete 1:4:8 (one cement : four sand : eight graded/crushed stone aggregate 40mm (forty millimetre) nominal size) and curing complete including carriage of materials and other incidentals in all leads and lifts and as per direction of the Engineer-in-Charge.

Coursed rubble stone masonry in cement mortar 1:4 (One cement : four sand )for sub sturcture complete as per drawing and technical specifications clause 702,704,1202&1206 ( 2nd sort) including carriage of materials wtih in all leads and lifts and as per direction of the Engineer-in-Charge.

Stone masonry in cement mortar for sub sturcture complete as per drawing and technical specifications clause 702,704,1202&1206. Coursed Rubble Masonry in cement mortar 1:6 (one cement : six sand ) 2nd sort. including carriage of material in all leads and lifts and as per direction of the Engineer-in-Charge.

Construction of random rubble dry stone masonry for Retaining/Wall and Breast Wall for sub structure and super structure complete as per technical speeifications clause 704.6 & 1604 including carrige of materials with in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and Laying ( to level or slope ) and jointing reinforced cement concrete light duty non pressure Pipe IS class NP-3 (three) 900 mm (nine hundred millimeter ) internal dia meter with collar with cement mortar 1:2 (One Cement : Two sand )and butt ends prepared for collar joints including testing of joints complete but execluding excavation, protection work, concrete and masonary work in head walls and parapets Clause 1101. including carrige of materials with in all leads and lifts and as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and Laying flooring rubble stone laid over Cement concrete bedding complete as per Drawing and Technical Specification Clause-1303 in Cement Mortar 1: 3( one cement : three sand) including carriage of materials within all leads and lifts and as per direction of Engineer-in-Charge.

Back filling with granular material behind abutment, wing wall and return wall complete as per drawing and technical specification Clause 1206.3 & 1604.7 including carriage of material within all leads and lifts and as per direction of Engineer-in-Charge.

Construction of Sub-grade and earthen shoulders with approved material obtained from borrow pits/ exacavations with all lifts and leads, transporting to site, spreading, grading to the required slope and compacted to meet requirement as per Technical Specification Clause 303 including carriage of materials within all leads and lifts and as per direction of Engineer-in-Charge.

Cosntruction of ganular Sub base by providing well graded material G-I, spreading in uniorm layers with Tractor mount 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 materials within all leads and lifts and as per direction of 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 materials within all leads and lifts and 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 (two hundred) metre stone (pre-cast) with reinforced cement concrete M-15 (fifteen) 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 of typical PMGSY sign board with Logo board with mild steel plate of 1.6mm (one point six millimeter) duly welded with mild steel flat iron 25mm x 5mm (twenty five millimeters x five millimeters) size on back on edge plate will be welded with one number 75 x 75 mm (seventy five x seventy five millimetre) of 12 SWG (twelve standard wire gauge) sheet tubes posts duly embedded in cement concrete M-15 (fifteen) grade block of 600mm x 600mm x 600mm) six hundred millimeters x six hundred millimeters x six hundred millimeters), below ground level. All mild steel will be stove enamelded on sides, both side painting, boprder, back ground and road marking with ready mixed synthetic enamel 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 technical specification of Ministry of Rural Development for rural roads 2014 clause 1701 and Annexure 1700.1 including hauling carriage of all labour, equipments and materials of various locations through all modes of transporations including carriage of materials within all leads and lifts and as per direction of Engineer-in-Charge.

Preparing and applying prime coat 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 1 kg (one kilogram) organo silane nanotechnology : 100 kg (one hundred kilogram) cationic bitumen emulsion CSSI : 200 ltr. (two hundred litre) water. Mixing & Spraying : Take 1 kg (one kilogram) of organo silane nanotechnology and add in 200 ltr. (two hundred litre) water while filling water in tanker / drum and then add 100 kg (one hundred kilogram) cationic bitumen under circulation. Mix the solution completely. Spray the solution @ 1 kg per sqm (one kilogram per square metre) on compacted stone base. Rate including all materials labour, hire charges of machineris etc. complete as per MORD speciication clause 502 & direction of Engineer - in - Charge.

Preparing and applying tack coat of water soluble organo silance nanotechnology for bitumen emulsion application IRC accredited with cationic bitumen CRSI and water (< 1000 ppm TDS) in ratios of 1 kg (one kilogram) organo silance : 100 kg (one hundred kilogram) cationic bitumen emulsion CRSI : 200 ltr. water (two hundred litre). Mixing & Spraying : Take 1.4 kg or organo silane nanotechnology and add in 200 ltr. (two hundred litre) water while filling water in tanker / drum and then add 100 kg (one hundred kilogram) cationic bitumen under circulation. Mix the solution completely. Spray the solution @ 0.3-0.4 kg. per sqm (point three - point four kilogram per square metre) on compacted stone base. Rate including all materials labour hire charges of machinery etc. complete as per MoRD speciication clause 503 & direction of Engineer - in - charge.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification (to be laid in two equal layers) 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 Technical Specification Clause 406 including carriage of materials within all leads and lifts and as per direction of Engineer-in-Charge.

Providing and laying 30 mm thick semi dense bituminous concrete with 60-80 TPH batch type HMP producing an average output of 50 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5 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 MoRD specification clause No. 509 including carriage of materials within all leads and lifts and as per direction of Engineer-in-Charge.

Routine maintenance works for five years Km. 0/0 to 12/00.

For 1st Year

For 2nd Year

For 3rd Year

For 4th Year

For 5th Year

Jai Singh