C/o Tourjajjar to Putlifald km 0.0 to 6.590

Amount

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of any girth , removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto all lead including removal and disposal of top organic soil up to any thickness as per Technical Specification Clause 201 including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge.

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge.

Excavation in earthwork in hilly area all heights and depths, in all kind of soil including saturated soil comprising of mixed soil, ordinary rock and hard rock. All work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion, damage to hill side, water pollution, etc. and to protect stability of hill side. Rock shall be excavated with chiseling and wedging out rock (where blasting is prohibited). All earth work in cutting/excavation, including rock excavation shall be carried out true to lines, grades, side slopes, width, camber, super-elevation and level as shown on the drawings or as directed by the Engineer-in-charge, in conformity with the requirement of technical specification for Rural Road, August, 2004 and clause 1603.1 (8.3) (ii) (A) and 1603.2 (8.3)(iv) of General Conditions for Contract to achieve designed formation width including hauling and stacking of useful material for construction at suitable sites and safe disposal of unsuitable cut materials in specified manner, trimming, filling of unevenness, blindage and finishing of the road to specified dimensions or as directed by the Engineer-in charge for smooth riding. Any loss to the public and private property during the course of excavation shall be the absolute responsibility of the contractor, which shall have to be duly compensated by him in all cases. Recovery of usefull stones for 541.69Cum (Five hundred forty one point six nine cubic metre) @ Rupees 300.00 ( Three Hundred per cubic metre ) amounting to Rs:-162567/-only shall be done on prorata basis from each running bill of this item.

Earth work in excavation for all type of road structure such as Retaining walls,breast walls, culverts, drain and parapets etcetera in all type of classification of soil, ordinary rock, hard rock, chiselling/ wedging out rocks ( where blasting prohibited ) as per drawing and M.O.R.D. technical specification clause 305.1 and as per direction of the Engineer -in -charge including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto all lead and lift including dressing of sides and bottom and back filling in trenches with excavated Suitable approved materials to the orginal surface in layers not exceeding 150 mm (One hundred fifty milimeters) compacting thickness including shoring and strutting and pumping and bailing out water (surface and sub soil water) upto any depth and any quantum of water including cleaning of slush which may arise out during dewatering as per the direction of thedirection of the Engineer -in - charge including carriage of material within all leads, lifts and other incidentals. The rate includes octroi, royality, Malkana, toll tax, sale tax or other taxes imposed by the Govt.

Providing and laying Mechanically mixed and vibrated cement concrete 1:5:10 (one cement : five sand: ten graded crushed stone aggregate 40mm (forty millimeter) nominal size with 15 % (fifteen percente) plum 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, the size of plums shall be 150mm to 300 mm (one hundred fifty millimetre to three hundred milimetre) and hauling of materials in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing walls, return walls with 100mm (hundred millimeter) diameter PVC Pipe extending through the full width of structures with slope of 1(Vertical) : 20 (Horizontal) towards drawing face complete as per drawing and technical specifications clauses 614, 709, 1204.3.7 including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge.

Providing and laying boulder apron laid in wire crates with 4 mm diametre G.I. wire confirming to IS:280 and IS:4826 in 100mm x 100mm mesh (woven diagonally) including 10 % extra for laps and joints laid with stones boulders weighting not less than 25 kg. each as per drawing and technical specificifications clause 1301 including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge.

Providing and laying Mechanically mixed and vibrated plain cement concrete M-10 (ten) using graded crushed stone aggregate 40 mm (forty millimetre) nominal size) in open foundations and plinths or similar works complete as per drawings and technical specification for rural roads clause 802, 803, 1202 and 1203 and curing complete including the cost of form work and hauling of materials in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm (Six hundred millimetre) with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 and hauling of materials in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Construction of Sub-grade 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 hauling 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 materials grading -1 spreading in uniforms layers with tractor mount grader on prepared surface, mixing by mix in place method with rotvator at OMC, and compacting with smooth wheel roller to achieve the desired denisty, complete as per technical specification Clause 401 including hauling 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 specific sizes 63-45mm (Sixty three to forty five 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-II by manual means as per technical Specification Clause 405 including carriage of material within all leads, lifts and other incidental charges and as per direction of Engineer-In-Charge.

Providing, laying, spreading and compacting stone aggregate of specific 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 manual means as per technical Specification Clause 405 including carriage of material within all leads, lifts and other incidental charges and as per direction of Engineer-In-Charge.

Prime coat (with silane Nano technology) Preparing and applying of water soluble organo silance nano technology (bitumen emulsion application IRC approved ) with cationic bitumen emulsion (CSSI) and water (<1000 ppm TDS) in the ration of 1 kg (one kilogramme) organo silane nono technology : 100 kg cationic bitumen emulsin CSSI: 200 Liter water. Mixing & spraying : Take 1 (one) kilogram of organo silanne nano technology and add in 200 (two hundred) litre water while filling water in tanker/drum and than add 100 kg (one hundred kilograme) cationic bitumen emulsion under circulation. Mix the solution completely. Spray the solution @ 1 Litre per sqm (one litre per square metre) on compacted stone base including hauling of materials in all leads and lifts as per the entire satisfaction and direction of Engineer-in-charge.

Tack coat Preparing and applying of water soluble organo silance nano technology (bitumen emulsion application IRC approved ) with cationic bitumen emulsion (CRS-1) and water (<1000 ppm TDS) in the ratio of 1 kg (one kilogramme) organo silane nono technology : 100 kg cationic bitumen emulsin CRIS: 200 Liter water. Mixing & spraying : Take 1 (one) kilogram of organo silane nano technology and add in 200 (two hundred) litre water while filling water in tanker/drum and than add 100 kg (one hundred kilograme) cationic bitumen emulsion under circulation. Mix the solution completely. Spray the solution @ 0.40 Litre per sqm (zero point forty litre per square metre) on compacted stone base including hauling of materials in all leads and lifts as per the entire satisfaction and direction of Engineer-in-charge.

Providing, laying and rolling of open-graded premix carpet of 20 mm (twenty millimeter) thickness composed of 13.2 mm to 5.6 mm (thirteen point two millimeter to five point six millimeter) aggregates using bitumen emulsion (MS) at the rate of 2.15 Kg per sqm (two point one five kilogram per square metre) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN (eighty-one hundred kilo newton) static roller capacity, finished to required level and grades to be followed by seal coat of Type B as per Technical Specification Clause 508 by mechnical means including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge.

Providing and laying seal coat with penetration grade bitumen VG-10 at the rate of 0.68 Kg per sqm (zero point six eight kilogram per square metre) mixed with organo silane nano technology @ 0.1% by weight of VG-10 bitumen binder sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B and as per Technical Specification Clause 510 including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge.

Providing and laying Rectangular Concrete block pavement manufacturing, laying of concrete blocks of size 0.45mx0.30x0.15m of cement concrete ( C.C) M30 grade and spreading 25mm ( twenty five millimetre) thick sand under neath and filling joints with sand on existing W.B.M. base as per Technical specification Clause 1503 including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge.

Providing concrete for plain concrete M15 (fifteen) using graded crushed stone aggregate 40 mm (forty millimetre) nominal size) in foundation and parapets, etcetre complete including cost of form work as per drawings and technical specifications Clause 802, 803, 1202 & 1203 including carriage of material within all leads, lifts and other incidental charges and as per direction of Engineer-In-Charge.

Providing and fixing of 900 mm (nine hundred millimetre) equilateral triangle 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 grey 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 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG ( forty seven milimetre in to forty seven millimetre into twelve SWG) sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 (fifteen) grade cement concrete 450x450x600 mm ( four hundred fifty into four hundred fifty into six hundred millimetre) , 600 mm ( six hundred millimetre) below ground level as per approved drawing Clause 1701.2.2 including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge.

Providing and fixing of 600 mm (six hundred millimetre) circular 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 grey 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 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG ( forty seven milimetre in to forty seven millimetre into twelve SWG) sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 (fifteen) grade cement concrete 450x450x600 mm ( four hundred fifty into four hundred fifty into six hundred millimetre) , 600 mm ( six hundred millimetre) below ground level as per approved drawing Clause 1701.2.2 including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge.

Providing and fixing of 600 mm x 450 mm (six hundred into four hundred fifty millimetre) rectangular 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 grey 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 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG ( forty seven milimetre in to forty seven millimetre into twelve SWG) sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 (fifteen) grade cement concrete 450x450x600 mm ( four hundred fifty into four hundred fifty into six hundred millimetre) , 600 mm ( six hundred millimetre) below ground level as per approved drawing Clause 1701.2.2 including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge.

Providing and fixing of 900 mm (nine hundred millimetre) side octagon 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 grey 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 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG ( forty seven milimetre in to forty seven millimetre into twelve SWG) sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 (fifteen) grade cement concrete 450x450x600 mm ( four hundred fifty into four hundred fifty into six hundred millimetre) , 600 mm ( six hundred millimetre) below ground level as per approved drawing Clause 1701.2.2 including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge.

Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm (one point six millimetre) thick, top and middle plate duly welded with MS flat iron 25mm x 5m (twenty five in to five millimetre) size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm ( twenty five into twenty five into five millimetre). The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 (two) numbers. 75mm x 75 mm ( seventy five into seventy five millimetre) of 12 (twelve) SWG sheet tubes posts duly embedded in cement concrete M-15 (fifteen) grade blocks of 450mm x 450mm x 600mm ( four hundred fifty into four hundred fifty into six hundred millimetre) , 600 mm ( six hundred millimetre) below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm ( forty seven milimetre in to forty seven millimetre) of 12 (twelve) SWG steel plate tube. All M.S. will be stove enameled 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 hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge.

Providing and erecting direction and place indentifications of semi reflective sign board upto 0.90 sqm as per IRC:67 made of 2 mm (two millimetre) thick MS 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 and figures with reflective tape engineering grade as per MORD specification of required shade and colour. supported and welded on 47 mmx47 mm (forty seven milimetre in to forty seven millimetre) 12 (twelve) SWG square tube.of 3050 mm( three thousand fifty millimetre) height duly strengthened by 25 mm x 5 mm (twenty five into five millimetre) MS flat iron on edges on back firmly fixed to the ground by mean of properly designed foundations with M-15 (fifteen) grade cement concrete 450x450x600 mm ( four hundred fifty into four hundred fifty into six hundred millimetre) , 600 mm ( six hundred millimetre) below ground level as per approved drawing clause 1701 including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge.

Providing and fixing Reinforced cement concrete M-15 (fifteen) grade 5th. Kilometer stone precast of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing and technical specifications rural roads August 2004 clauses 1703. including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-In-Charge.

Providing and fixing Reinforced cement concrete M-15 ( M-fifteen) grade Ordinary Kilometer stone precast of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing and technical specifications rural roads August 2004 clauses 1703 including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-In-Charge.

Providing and fixing Reinforced cement concrete M-15 (M-fifteen) grade 200 mtr (Two hundred meters) stone precast of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing and technical specifications rural roads August 2004 clauses 1703. including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-In-Charge.

Providing concrete for plain/reinforced concrete M15 (M-fifteen) using graded crushed stone aggregate 40 mm (forty millimetre) nominal size) in substructure complete including cost of form work as per drawings and technical specifications Clause 802, 803, 1202 & 1203 including carriage of material within all leads, lifts and other incidental charges and as per direction of Engineer-In-Charge.

Providing, and laying reinforced cement concrete 900mm diameter (Nine Hundred millimeter) pipe NP3 including jointing 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 excavations, protection works, back filling, concrete and masonry works in head walls and parapets as per drawings and technical specifications for Rural roads clause 1106 including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge.

Maintenance cost for 1st Year

Maintenance cost for 2nd year

Maintenance cost for 3rd year

Maintenance cost for 4th year

Maintenance cost for 5th year