Up-gradation of Lunapani Sain Road Km. 0/0 to 6/900 Under PMGSY-II (Batch-I, 2019-20) Package No.HP-08-526.

Amount

Excavation in soil in hilly area all heights and depths, in 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 prohibited) and their intermediate classification of soil including, dewatering wherever required setting out to the required line grades, side slopes trimming bottom and level as shown on the drawings as directed by Engineer-in-Charge at site according to technical specifications clause 1603.1 & 1603.2 sorting out useful/ unuseful materials and stacking the same in all leads and lift and transportation of un-useful materials for filling in road ways, embankments for grades improvements and levelling to the required grade and then disposing of surplus excavated earth in acquired width of roads or on approved dumping sites through all modes of transportation including head load, animal load or mechanical means along with its levelling fine dressing and all labour, machineries, materials, tools equipments and safety measures and incidentals necessary to complete the work by all means ( if required). Any loss to the public and private 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 respect including all leads and lift of materials or as per direction of Engineer-in-Charge.

Excavation in earth work for structures in all heights and depths in all kinds of soil including saturated soil comprising of soil ordinary and hard rock work with chiseling/wedging out of rock (where blasting is prohibited) and their intermediate classification of soil. If water is met in the spring seepage rain and other causes it shall be removed by suitable diversion. pumping and bailing out and the excavation shall be kept dry wherever so required by the contractor at his wen cost, including dressing of slopes and beds setting out confirming to required lines, grades, side slopes as shown in the drawing and direction of engineer-in-charge and transportation soil to road way and then disposing of surplus excavated earth in acquired width of road or on approved dumping sites including its stacking leveling and dressing in all leads and lifts through all modes of transportation including head laod animal load or mechanical means or other incidentals to complete the work as per technical specifications clause 305.1.1 All useful materials, such as stones shingles, aggregate and slates shall be sorted out and stacked along road sides to the maximum possible extent in all leads and lifts through all modes of transportation. Any loss to the public and private property during the course of execution of disposal of serviceable and un-serviceable materials which shall be absolute responsibility of the contractor shall have to be duly compensated by him in all respect. Construction of shoring and bracing removal of stumps and other deleterious material and back filling in trenches with excavated suitable material.

Providing and laying concrete mechanically mixed and vibrated nominal mix 1:6:12 (one cement: six sand: twelve 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 nominal mix 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 P.C.C. M-20 (twenty) grade for plain /reinforced concrete in open foundations and plinths or similar works complete as per drawings and technical specification clauses 802, 803, 1202 and 1203 and curing complete including the cost of form work and carriage of materials in all leads and lifts or as per the entire satisfaction and direction of Engineer-in-Charge.

Stone masonry in cement mortar for sub structure complete as per drawing and technical specification clauses 702, 704, 1202 & 1206 Random rubble masonry in cement mortar 1:6 (one cement : six sand) including curing complete and carriage of material within all leads, lifts/depths or as per the entire satisfaction and direction of 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 1604.3 including carriage of material within all leads, lifts/depths or 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 or as per the entire satisfaction and direction of Engineer-in-Charge.

Compacting original ground supporting subgrade loosening of the ground 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 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 as per technical specification clause 303.1 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 mortor 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 Techanical Specifications Clause 401 including carriage of material within all leads, lifts and other incidental charges and as per the entire satisfaction and direction of Engineer-in-Charge.

Providing, laying, spreading and compacting stone aggregate of 63 mm to 45 mm ( sixty three millimetre to forty five millimetre) sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN (eighty to hundred kilonewton) 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 in Grade-II by mechanical means as per technical specification Clause 405 including carriage of material within all leads, lifts and other incidental charges and as per the entire satisfaction and direction of Engineer-in-Charge.

Providing, laying, spreading and compacting stone aggregate of sizes 53-22.4mm (fifty three to twenty two point four millimetres) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN (eighty by hundred Kilo Newton) in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading-III by mechanical means as per technical specification Clause 405 including carriage of material within all leads, lifts and other incidental charges and as per the entire satisfaction and direction of Engineer-in-Charge.

Scarifying the existing bituminous road surface and disposal of scarified material with all lifts and leads as per Technical Specification Clause 301.4. including carriage of material within all leads, lifts and other incidental charges and as per the entire satisfaction and direction of 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 & direction of Engineer –in- Charge.

Providing and laying bituminous macadam VG-10 with 60-80 TPH batch type hot mix plant producing an average output of 50 tonnes (fifty tonnes) per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 3.30 ( three point thirty) 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. 504 with silane nanotechnoogy (ZYCO therm) complete in all respects including hauling carriage of all labour and equipments and material to various locations through all modes of transports by mechanical mean with in all leads and lifts of material complete as per entire satisfaction & 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 & direction of Engineer –in- Charge.

Providing and laying semi dense bituminous concrete 30 mm (thirty milimetre) thick VG-10 with 60-80 TPH batch type hot mix plant producing an average output of 50 tonnes (Fifty tonne) per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5 ( five) 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 complete in all respects with silane nanotechnology (ZYCO therm) including hauling carriage of all labour and equipments and material to various locations through all modes of transports by mechanical mean with in all leads and lifts of material complete as per entire satisfaction & direction 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 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. including haulage/carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-in-charge.

Construction of hill side V-Shape drain 0.45 x 0.25 ( zero point four five x zero point two five ) metre laying 10 cm. ( Ten centimetre thick) M-10 (M- ten) grade nominal mix drain in accordance with the requirement of specification true to line and grade . Dimension and other particular as per drawing and technical specification clause 1606.1 including haulage/carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-in-charge.

Construction of hill side U-Shape drain 0.45 x 0.45 ( zero point four five x zero point four five ) metre laying 15 cm. ( Fifteen centimetre thick) M-10 (M- ten) grade nominal mix drain in accordance with the requirement of specification true to line and grade . Dimension and other particular as per drawing and technical specification clause 1606.1 including haulage/carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-in-charge.

Construction of parapets with plain cement concrete 1:4:8 (one cement : four sand :eight graded stone aggregate 40 mm (forty milimetre nominal size) and curing complete including the cost of excavation. Form work with steel plates and as per drawing and technical specification section 800 and 1200 including haulling/carriage of all labour and equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction of Engineer-in-charge.

Providing and errectting W metal beam crash barrier comprising of 3 mm (three milimetre) thick corrugated sheet metal rail 70 CM above road level fixed on ISMC series channel vertical post 150 x 75 x 5 mm (one hundred x seventy five x five milimetre) spaced 2.00 metre centre to centre 1.80 mtre high 1.10 mtr. below ground level all steel parts to be galvanised by hot dip process all fitting to confirm to IS 1367 and 1364 metal beam rail to be fixed on vertical post with a spacer of channel section 150 x 75 x 5 mm (one hundred fifty x seventy five x five milimetre) 330 mm (three hundred thirty milimetre) long complete as per MORTH specification clause 811.3.including haulage/carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-in-charge.

Grassing with large grasses (large rhizomatous type, like samll bamboos) Planting rooted rhizomes of large stature grasses on slopes, including supplying clumps of appropriate grasses, spliting into separate viable rhizome sections, trimming roots, preparing lines, digging planting hole to a max of 5 cm (Five centimetre) depth with metal rod or wooden peg depending on nature of soil planting rhizomes at the spacing specified, and subsequent watering (if necessary) on enbankment slopes in plain areas and fill slopes <15° (Fifteen degree), plants at 10 cm (Ten centimetre) spacings within the row; the first row is 0.75 m (Zero point seven five metre) from the edge of the pavement and subsequent rows are spaced at 1 m (One metre) intervals down the embankment including carriage of material within all leads, lifts and other incidental charges and as per the entire satisfaction and direction of Engineer-in-Charge.

Grassing with large grasses (heavy branching type) Planting unrooted stem cuttings (minimum 3 (Three) nodes of viable stem) of large stature grasses on slopes, including supplying sterms of appropriate grasses, splitting into separate viable cuttings, preparing lines, digging planting hole to a max of 5 cm (Five centimetre) depth with metal rod or wooden peg depending on nature of soil, planting cuttings at the spacing specified, and subsequent watering (if necessary) On fill slopes of 15 to 34° on cut slopes upto 45° (forty five degree), cuttings at 10 cm (Ten centimetre) spacings within the row; row spaced at 0.5m (zeor point five metre) intervals including carriage of material within all leads, lifts and other incidental charges and as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and fixing of citizen information board as per specification and drawing 3 M. S three M.S plate 1.6 mm (one point six milimetre) thick duly welded with M.S angle iron frame of 25mm x 25mm x 5 mm (twenty five into twenty five into five milimetre) on edges, supported with 2 no vertical post and 2nos horizontal post mase of 75mm x 75mm (seventy five milimetre into seventy five milimetre)of 12 SWG ( twelve standard wire gauge) sheet tubes duly embedded in and including cement concrete M-15 (M-fifteen) grade blocks of 600mm x600mm x 750 mm (six hundred into six hundred into seven hundred fifty milimetre) 600mm (six hundred milimetre) below ground level. All M.S. will be stove enameled on both sides lettering and printing, arrows, borders etcetera will be painted ready mixed synthic enamel paint of superior quality in required shade and colour. All section of framed post and steel tube will be painted with preimer and two coats of epoxy paint as per drawing and MORD technical specification clause 1701 including haulage/carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction 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 plates of 1.6 mm (one point six milimetre) thick top and middle plate duly welded with MS flat iron 25mmx 5mm (twenty five milimetre into five millimetres) size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm (twenty five milimete into twenty five millimetre in to five millimetre). The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 Nos. (two Nos.) 75mm x75mm (seventy five milimetre in to seventy five millimetre) of 12 SWG (twelve standard wire gauge) sheet tubes posts duly embedded in cement concrete M-25 (M- twenty five) grade blocks of 450m x450mm 600mm (four hundred fifty millimetre into four hundred fifty milimetreinto six hundred milimetre) 600mm (six hundred milimetre) below ground level. The top most diamond plate will be welded to middle plate by 47mmx 47mm (forty seven milimetre in forty seven millimetre) of 12 SWG ( twelve standard wire gauge) steel plate tube. All M.S. will be stove enameled on both sides lettering and printing, arrows, borders etcetera will be painted with ready mixed synthetic enamel paint of super quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing and MORD technical specification clause 1701 and annexure 1700.1 including haulage/carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-in-charge.

Providing and fixing of typical PMGSY 2.00 km (two kilometre) board with logo board with mild steel plates of 1.6 (one point six millimetre) duly welded with mild steel flat iron 25mm x 5mmm (twenty five into five milimetre) size on back on edges plate will be welded with one number 75mm x75mm (seventy five into seventy five milimetre) of 12 SWG ( Twelve standard wire Gauge) sheet tubes posts duly embedded in cement concrete M-15 (M fifteen)grade blocks of 600mm x600mm x 600mm ( six hundred into six hundred into six hundred milimetre) 600mm ( six hundred milimetre) below ground level. All mild steel will be stove enameled on sides, both side painting, borders, back ground and road marking with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tubes will be painted with primer and two coats of epoxy paint per drawing and technical specification of Ministry of Rural Development for rural roads clause 1701 including haulage/carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-in-charge.

Providing and fixing 5th (fifth) kilometer stone (pre-cast) with reinforced cement concrete M:15 (fifteen) grade of standard design as per IRC : 8 fixing in position including painting and printing etcetra as per drawing and technical specifications clause 1703 including carriage of material within all leads, lifts and other incidental charges and as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and fixing ordinary kilometer stone (pre-cast) with reinforced cement concrete M:15 (fifteen) grade of standard design as per IRC : 8 fixing in position including painting and printing etcetera as per drawing and technical specifications clause 1703 including carriage of material within all leads, lifts and other incidental charges and as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and fixing 200 meter stone (pre-cast) with reinforced cement concrete M:15 (fifteen) grade of standard design as per IRC : 26 fixing in position including painting and printing etcetera as per drawing and technical specifications clause 1703 including carriage of material within all leads, lifts and other incidental charges and as per the entire satisfaction and direction of Engineer-in-Charge.

Routine Maintenance after completion of construction work as per terms and condition of bid document that is 4 (vi) of contract data to general condition of contract and technical specifications of Ministry of Rural Development for rural roads including carriage of all labour equipment and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction of the Engineer-in-Charge.

For 1st Year

For 2nd Year

For 3rd Year

For 4th Year

For 5th Year

Bhupinder Paul Mahajan

dks const. pvt ltd

AJAY PATHANIA