Up-gradation of Karangal to Kinder road Km. 0/0 to 15/0 under PMGSY-II (Batch-I, 2019-20) Package No. HP-08-515.

Amount

Excavation in soil in hill area 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 with chiseling / wedging out side of rock ( where blasting is prohibited ) and their intermediate classification of soil including dewatering where required settingout to the required line grades , side slopes triming bottom and level as shown on drawings as directed by the Enginner -in charge at site according to technical clause 1603.1 and 1603.2 sorting useful / un-useful materials and stacking the same in all leads and lifts and transportation of the un-useful materials for filling in roads ways , embankments for grades improvements and leveling to the require grade and then disposing of surplus excavated earth in acquired width of road or on approved dumping sites through all modes of trasportation including head load animal load or machnical means alongwith its leveling fine dressing and all labour, machinaries , materials , tools equipments and sefety measures and incidentals necesary to complete the work by all means ( if any required ) recovary for 2707.78 cubic metre @ Rs. 300.00 per cubic metre amount 81221/- shall be done on prorata basis for the quantity of cutting in earth work effected . Any loss to the public and private property during the course of execution shall be the absolute responsibility of the contrator , which shall have to be duly compensated by him in all respect including all leada and lifts and materials and as per direction of Enginer in charge .

Earth work in excavation for structures i.e in foundation & trenches etc. as per drawing and technical specification clause 305.1 in all kinds of soil such as pick , jumper , blasting work by blasting or chiseling or any other intermediate classification of soil in dry or saturated condition in all leads & lifts including timbering or trenches shoring bracing and strutting dewatering pumping or bailing out water caused by rains springs , sub- soil water canal or river seepage etc. as may be necessary stacking the excavated serviceable and unserviceable material separately as directed by the Engineer – in – charge and then returning the stacked soil in fifteen centimeters, layer when required in to plinth and sides of foundation etc. consolidation each deposited layer by ramming watering and then disposing of all surplus unserviceable material as per the direction of the Engineer – in -charge with in all leads and lifts disposed material to be leveled and neatly dressed. ) including carriage of material with in all leads and lifts as per the direction of Engineer-in –charge.

Providing and laying mechnically mixed and vibrated cement concrete 1:3:6 (one cement : three sand : six graded crushed stone aggregate) 40mm (forty millimeter) size for plain / reinforced concrete in open foundation complete including form work as per drawings and technical specification clause 802,803,1202 & 1203 and curring complete as per direction and entire satisfaction of Engineer – in- Charge with in all leads and lifts of materials and other incidentals.

Providing and laying mechanically mixed plain cement concrete 1:6:12 (one cement : six sand : twelve graded /crushed stone aggregate 40mm ( forty millimetres) broken/ crushed stone aggregate in open foundations and curing complete including cost of form work as per drawing and technical specification clauses 802,803,1202 and 1203 including carriage of materials with in all leads and lift as per direction of Engineer –in- Charge .

Providing and laying mechnically mixed and vibrated cement concrete 1:4:8 (one cement : four sand : eight graded crushed stone aggregate) 40mm (forty millimeter) size for plain / reinforced concrete in open foundation complete including form work as per drawings and technical specification clause 802,803,1202 & 1203 and curring complete as per direction and entire satisfaction of Engineer – in- Charge with in all leads and lifts of materials and other incidentals.

Providing and laying plain/reinforced cement concrete Mechanically mixed Grade M-20 nominal mix (1:2:4) (one cement : two sand : four graded/crushed stone aggregate) in sub structure complete as per drawings and technical specification clauses 802, 804, 805, 806, 807, 1202 & 1206 and curing complete as per direction and entire satisfaction of Engineer – in- Charge with in all leads and lifts of materials and other incidentals.

Random rubble Stone masonry work in cement mortar 1:5( one cement : five sand )for sub structure complete as per drawing and technical specification clauses 702,704,1202 and 1206 and curing complete including carriage of materials with in all leads and lifts as per the direction of Engineer-in- Charge.

Random rubble Stone masonry work in cement mortar 1:6( one cement : six sand )for sub structure complete as per drawing and technical specification clauses 702,704,1202 and 1206 and curing complete including carriage of materials with in all leads and lifts as per the direction of Engineer-in- Charge..

Construction of dry rubble masonry for retaining walls, Breast walls, revetment walls and parapets etc. for sub structure and supper structure complete as per drawing and technical specification clauses 704.6 & 1604 within all leads , lifts and carriage of materials and other incidentals

Back filling with granular material behind abutment, wing wall and return wall complete as per drawings and technical specification clause 1206.3 within all leads , lifts and carriage of materials and other incidentals .

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 with in all leads and lifts as per the direction of Engineer-in-Charge.

Providing weep hole in brick masonry / stone masonry /plain reinforced concrete abutment wing wall return wall with 100 mm ( one hundred millimetre ) dia PVC pipe extended through the full width of the structures with slope of 1 (v) :20 (H) towards drawing face complete as per drawing and technical specification clause 614,709& 1206.6 within all leads , lifts and carriage of materials and other incidentals .

Providing and laying cement concrete 1:5:10 ( one cement : five sand : ten crushed stone aggregate 40mm ( forty millimetre ) nominal size including curing complete and cost of form work in retaining wall and breast wall as per HPPWD specification clause 802,803,1202 and 1203 including carriage of material with in all leads and lifts as per the direction of Engineer-in –charge.

Providing and laying of boulder apron laid in wire crates with 4mm ( four millimeter dia ) G.I wire conforming to I.S,280 and I.S 4826 in 100mm x 100 mm( one hundred in to one hundred millimeters ) in mesh (woven diagonally ) including 10% extra for laps and joints laid with stone boulders weighing not less than 25 kg ( twenty five kilo gram ) each as per drawing and technical specification clause 1301and as per the direction of Engineer-in- Charge. including all leads ,lifts and carriage of materials and other incidentals.

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25( twenty five) kg laid dry complete as per drawing and technical specifications Clause 1301 as per direction and entire satisfaction of Engineer – in- Charge with in all leads and lifts of materials and other incidentals.

Plastering with cement mortar 1:4 ( one cement : four sand )12 mm ( twelve millimetre ) thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 as per direction and entire satisfaction of Engineer – in- Charge with in all leads and lifts of materials and other incidentals.

Construction of PCC parapets with cement concrete 1:5:10 ( one cement : five sand : ten crushed stone aggregate 40mm ( forty millimetre ) nominal size including curing complete and cost of form work as per drawing and technical specifications clause 800 and 1200 including carriage of material with in all leads and lifts as per the direction of Engineer-in –charge.

Construction of hill side V- shape drain 0.47x0.35 metre having 10 cm thick in PCC (1:3:6)( one cement : three sand : six graded stone aggregate including earth work and form work in accordance with the requirment of specification true to line and grade dimension and other particular as per drawing and technical specificatin clause 1606.1 including carriage of material with in all leads and lifts as per the direction of Engineer-in –charge.

Providing and erecting Type A ‘W’ metal beam crash barrier comprising of 3mm ( three millimetre) thick corrugated sheet metal beam rail 70 cm (seventy centimetre ) above road/ ground level and to be fixed on CR channel vertical post 150x75x5 mm ( one hundred fifty x seventy five x five millimetre ) to be spaced 2mtr( two metre) centre to centre to be kept 1.80 mtr ( one to eighty metre ) high& to be kept 1.10 mtr. ( one point ten metre ) below ground / road level . All steel parts and fitments to be galvanized by hot dip process. All fittings to conform to IS 1367 and IS 1364 as amended up to date , metal beam rail to be fixed on the vertical post with a space of CR channel section 150x75x5 mm ( one hundred fifty x seventy five x five millimetre ) long complete as per MORTH specification (6th Revision) clause -811.13 conforming to MORT&H ( Ministry of road Trasport & highway ) specificatin s ( Latest revision ) including all fittings required for erection at road site of materials within all leads , lifts and carriage of materials and other incidentals complete in all respect. .

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

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

Providing and fixing 200 mtr. stone (pre-cast) with reinforced cement concrete M:15 design mix grade of standard design as per IRC 26 fixing in position including painting and printing etc. as per drawing and technical specification clause 1703 including carriage of materials with in all leads and lifts as per the 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 millimeters) thick, top and middle plate duly welded with MS flat iron 25mm x 5m ( twenty five millimetres x five metres) size on back on edges The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5 mm ( ( twenty five millimetres x twenty five millimetres x five millimetre ) . 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 millimeters x seventy five millimeters ) of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm ( four hundred fifty millimeters x four hundred fifty millimeters x six hundred millimeters ) 600 mm ( six hundred millimetre) below ground level . The top most diamond plate will be welded to middle plate by 47 mm x 47mm ( forty seven millimeter x forty seven millimeter) of 12 SWG steel plate tube . All M.S will be stove enamelled on both sides. Lettering and printing arrows. border etc. will be painted with ready mixed synthetic enamel paint of superior 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 clause 1701 and Annexure 1700.1 including carriage of materials with in all leads and lifts as per the direction of Egineer – in – Charge.

Prov. And fixing of citizen information board as per specification and drawing two M.S. plate 1.6 mm thick duly welded with M.S. angle iron frame of 25 mm x 25 mm x 5 mm ( twenty five millimetre x twenty five millimetre x five millimetre ) on edges , supported with 2 nos vertical post and 2 nos horizontal post mase of 75 mm x 75 mm ( seventy five millimetre x seventy five millimetre ) of 12 SWG sheet tubes duly embedded in and including cement concrete M-15 grade blocks of 600 mm x 600 mm x 750 mm ( six hundred x six hundred x seven hundred fifty millimetre ) below ground level. All M.S . will be stove enameded on both side Lettering and painting with 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 primer and two coats of epoxy paint as per specification clouse 1701 including carriage of materials with in all leads and lifts as per the direction of Egineer – in – Charge.

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 .The finished surface to be level, uniform and free from streaks and holes. Thermo plastic road marking as per MORTH specification no 803 outer portion of curve including carriage of materials with in all leads and lifts as per the direction of Egineer – in – Charge.

Providing and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973 as per technical specification clause No. 1707 including carriage of materials with in all leads and lifts as per the direction of Egineer – in – Charge. (Direction and place identification signs board upto 0.9 sqm size board).

Providing and erecting direction and place identifications signs board up to 0.90 sqm size sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm( seventy millimetre ) width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour supported and walded on 47 x 47 mm ( forty seven x forty seven millimetre ) of 125 WG square tube of 3050 mm ( three thousand fifty millimetre ) height duly strangthened by 25 x 5 mm ( twenty five x five millimetre ) M/S flat iron on edges on back firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x450x600mm( four hundred fifty x four hundred fifty x six hundred millimetre ) , 600mm ( six hundred millimetre ) below ground level as per approved drawing and technical specification clouse 1701 including carriage of materials with in all leads and lifts as per the direction of Egineer – in – Charge.

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm( one point five millimetre ) thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm ( sixty five millimetre ) width and required letters and figures with reflective tape engineering grade as per Clause 1701 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12mm ( forty seven x forty seven x twelve millimetre ) SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm ( four hundred fifty x four hundred fifty x six hundred x six hundred millimetre ) below ground level as per approved drawing Clause 1701.2.2 including carriage of materials with in all leads and lifts as per the direction of Egineer – in – Charge.

Providing and laying reinforced cement concrete pipe NP3, 900 mm dia on 1st class bedding of granular material single row including fixing collar with cement mortar 1:2 but excluding excavation protection works back filling concrete and masonry work in head wall parapets clause 1101 including carriage of materials with in all leads and lifts as per the direction of Engineer-in- Charge.

Providing and laying of dry rubble flooring complete as per drawing and technical specifications clause 1303.3 including carriage of material with in all leads and lifts as per the direction of Engineer-in –charge.

Providing, laying and rolling of built-up-spray grout layer over prepared base consisting of a two layer composite construction of compacted crushed coarse aggregates using motor grader for aggregates. key stone chips spreader may be used with application of bituminous binder after each layer, and with key aggregates placed on top of the second layer to serve as a Base conforming to the line, grades and cross-section specified, the compacted layer thickness being 75 mm ( sventy five millimetr e) including carriage of material with in all leads and lifts as per the direction of Engineer-in –charge.

Loosening of the ground upto a level of 300 mm ( three hundred millimetre ) 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 with in all leads and lifts as per the direction of Engineer-in –charge.

Construction of granular sub- base by providing well graded materials , spreading in uniform layer with mortar grader on prepared surface mixing by mix in place methoed with rotavator OMC and compacting with smooth wheel rolar to achieve the desired dencity , complete as per technical specification clause 401 including all leads , lifts of material and other incidentals as per direction of Engineer -in- charge .

Providing , Laying , spreading and compacting stone aggregates of specific sizes 63 to 45 mm ( sixty three to forty five millimetre ) to water bound macadam specification including spreading in uniform thickness, hand packing , rolling with three wheel 80-100 kN static roller in stages to proper grade and camber , applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading - ll as per Technical specification Clause 405 (By Mechanical means ) including all leads , lifts of material and other incidentals

Providing , Laying , spreading and compacting stone aggregates of specific sizes 53 to 22.4 mm ( fifty three to twenty two point four millimetre ) to water bound macadam specification including spreading in uniform thickness, hand packing , rolling with smooth wheel 80-100 kN static roller in stages to proper grade and camber , applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading-lll as per Technical specification Clause 405 (By Mechanical means ) including all leads , lifts of material and other incidentals

Prime coat ( with Organo Silance Nanotechnology) : - 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 liter water mixing & spraing : Take 1kg of organo silane nanotechnology and add in 200 liter water white filling water in tanker/drum and then add 100 kg cationic bitumen under circulation . Mix the sulution completely. Spray the solation @ 1 kg per sqm. om compacted stone base. Rate including all materials labour hire charges of machery etc complete as per MoRD specifications Clause 402 including carriage of materials with in all leads and lifts as per the direction of Engineer-in-Charge.

Tack Coat:- ( with silane Nano technology) Preparing and applying of water soluble organo silane Nano technology ( for bitumen emulsion application, IRC accredited ) with cationic bitumen eCRSI and water ( <1000 ppm TDS) in ratio of 1kg organo silane 100 kg cationic bitumen emulsion CRSI:200 liter water mixing & spraing : Take 1.0 kg of organo silane nanotechnology and add in 200 liter water white filling water in tanker/drum and then add 100 kg cationic bitumen under circulation . Mix the salution completely. Spray the solation @ 0.3-0.4 kg per sqm. om compacted stone base. Rate including all materials labour hire charges of machery etc complete as per MoRD specifications Clause 503 including carriage of materials with in all leads and lifts as per the direction of Engineer-in-Charge.

Providing and laying bituminous macadam with 60.80 TPH hot mix plant producing an average output of 50 ( fifty ) tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 504 to achieve the desired compaction including carriage of materials with in all leads and lifts as per the direction of Engineer-in-Charge.

Providing and laying semi dense bituminous concrete with 60.80 TPH batch type HMP producing an average output of 50 (fifty ) tonnes 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. 504 complete in all respects including carriage of materials with in all leads and lifts as per the direction of Engineer-in-Charge.

Routine maintenance :-

For 1st Year

For 2nd Year

For 3rd Year

For 4th Year

For 5th Year

dks const. pvt ltd