Construction of road from Bagshar, Shanvagi, Gadari,Kharahal Kund Besta road Km. 0/0 to 16/110 (SH- Formation andcutting, Passing place, C/o R/wall, C/o CD works, P/L GSB,P/L wet mix Macadam, P/L30mm BC, P/L CC pavement, road side drain, perapets S

Amount

Excavation in earth work in hilly areas by mechanical means in all heights and depths, in all kinds of soils 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 levels as shown on the drawings or as directed by the Engineer-in-charge, in conformity with the requirement of technical specification for Rural Roads Clause 1603.1, 1603.2 to achieve designed formation width including hauling and stacking of material useful for construction at suitable sites and safe disposal of unsuitable cut materials in specified manner in all leads & lifts, 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 at his own cost in all cases. The recovery of 36480.44 /- Cum @ 300/-Per Cubic meter amounting to Rs.10944132 /-only shall be done on prorate basis for the quantity of cutting in earth work effected.

Earth waork in excavation for structures in all depths as per drawing and technical specifications for Rural Roads January, 2014 clause 305. including setting out, construction of shoring, and bracing, removal of stumps and other deleterious materials and disposal in all leads and lifts including dressing of sides and bottom and back filling in trenches with suitable materials. 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 chiesling and wedging out rock (where blasting is probihited ) . All earth work in cutting excavation , including rock excavation shall be carried out true to lines, grades, side slopes, width, camber, super-elevation and levels as shown on the drawings or as directed by the Engineer-in-charge including hauling and stacking of materials useful for construction at suitable sides and safe disposal of unsuitable cut materials in specified manner in all leads & lifts, trrimming filling of unevenness, blindage and finishing of the road to specified dimensions or as directed by the Engineer-in-charge. If the foundation of the structure is in an area with stagment water or water is met with in the excavation due to stream flow, seepage, rain and other causes it shall be removed by suitable diversion, bailing out or pumping as directed and the area of the foundation or embankment shall be kept dry. Any loss to the public and private property during of excavation shall be the absolute responsibility of the contractor which shall have to be duly compensated by him in all cases.

Providing, and laying cement concrete 1:4:8 ( one cement : four sand : eight crushed stone aggregate 40mm ( forty millimetre ) nominal size including curing complete and cost of form work in retaining wall, brest wall, parapets etc. as per drawing and HPPWD specification including carriage of material with in all leads and lifts as per the direction of Engineer-in –charge.

Providing concrete for plain /reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803, 1202 and 1203 PCC grade M-10 nominal mix 1:3:6 (one cement : three coursed sand : six crushed stone aggregate) as per direction of Engineer-in-Charge including carriage of materials with in all leads and lifts and other incidentals.

Providing concrete for plain cement concrete PCC M-20 1:2:4 (one cement : two coursed sand: four crushed stone agreegate) 20mm (twenty millimeter) nominal size in open founation complete as per drawing and technical specification clause 802, 803, 1202 & 1203 as per direction of Engineer-in- Charge including curing complete and carriage of materials within all leads, lifts and other incidentals.

Plain/reinforced cement concrete RCC Grade M-20 1:2:4 (one cement : two coursed sand: four crushed stone agreegate) 20mm (twenty millimeter) nominal size in sub structure as per drawings and technical specification clause 1206 as per direction of Engineer-in- Charge including curing complete and carriage of materials within all leads, lifts and other incidentals.

Providing and laying reinforced cement concrete RCC M25 1:1.5:3 (one cement : one point five coursed sand: three crushed stone agreegate) 25mm (twenty five millimeter) nominal size in superstructure as per drawing and technical specifications Clause1401 as per direction of Engineer-in- Charge including curing complete and carriage of materials within all leads, lifts and other incidentals.

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clause 1404.2.2 as per direction of Engineer-in- Charge including curing complete and carriage of materials within all leads, lifts and other incidentals.

Providing concrete for plain/reinforced concrete PCC M15 1:2.5:5 (one cement : two point five coursed sand: five crushed stone agreegate) 40mm (forty millimeter) nominal size in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC grade M-15 as per direction of Engineer-in- Charge including curing complete and carriage of materials within all leads, lifts and other incidentals.

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade (forty three grade) cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm (twenty five millimter), mixed in a concrete mixer of not less than 0.2 cum (zero point two cubicmeter) capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 (one hundred twenty five) micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 as per direction of Engineer-in- Charge including curing complete and carriage of materials within all leads, lifts and other incidentals

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm (six hundred millimeter) 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 1206.3 as per direction of Engineer-in- Charge including curing complete and carriage of materials within all leads, lifts and other incidentals.

Providing weepholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm (one hundred millimeter) dia PVC pipe extending through the full width of the structures with slop of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1206.6 as per direction of Engineer-in- Charge including curing complete and carriage of materials within all leads, lifts and other incidentals.

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clause 1001 as per direction of Engineer-in- Charge including carriage of materials within all leads, lifts and other incidentals.

Supplying, fitting and placing HYSD bar reinforcement in substructrue complete as per drawings and technical specification Clause 1001 as per direction of Engineer-in- Charge including carriage of materials within all leads, lifts and other incidentals.

Providing and laying reinforced cement concrete pipe NP3 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 Clause 1101 as per direction of Engineer-in- Charge including curing complete and carriage of materials within all leads, lifts and other incidentals.

Construction of subgrade and earthen shoulders with approved material obtained from excavated materials with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement as per Technical Specification Clause 303 as per direction of Engineer-in- Charge including carriage of materials within all leads, lifts and other incidentals.

Construction of granular sub-base by providing well graded material, spreading in uniform 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 as per direction of Engineer-in- Charge including carriage of materials within all leads, lifts and other incidentals.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification 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 Vibratory roller to achieve the desired density as per technical specification clasue 406 and direction of Engineer-in- Charge including carriage of materials within all leads, lifts and other incidentals.

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm ( zero point seven zero to one point zero kilogram per square meter) using mechanical means as per Technical Specification Clause 502 as per direction of Engineer-in- Charge including carriage of materials within all leads, lifts and other incidentals.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg/Sqm (zero point two five to zero point three zero kilogram per squaremeter) on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 as per direction of Engineer-in- Charge including carriage of materials within all leads, lifts and other incidentals.

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 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 MORTH specification clause No.507 complete in all respects as per direction of Engineer-in- Charge including carriage of materials within all leads, lifts and other incidentals.

Reinforced cement concrete M15 grade kilometre stone/zoom stone of standard design as per IRC:8/IRC 26 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 as per direction of Engineer-in- Charge including curing complete and carriage of materials within all leads, lifts and other incidentals in:-

5th Km. (fifty kilometer) stone

Ordinary Km. Stone

200 mtr. (two hundred meter) Stone

Semi Reflective Traffic Signs Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm (one point five millimeter) thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm (sixty five millimeter) 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 12 (forty seven into forty seven into twelve )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 into four hundred fifty into six hundred millimeter, six hundred millimeter) below ground level as per approved drawing and Clause 1701 as per direction of Engineer-in- Charge including curing complete and carriage of materials within all leads, lifts and other incidentals in:-

900 mm (nine hundred millimeter) equilateral triangle

900 mm (nine hundred millimeter) side octagon/Round

Direction and place indentification signs upto 0.9 sqm size board Providing and erecting direction and place identifications of semi reflective 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 width and required message, letters, figures with reflective engineering grade tape as per MORD specifications clasue 1701 of required shade and colour.

Size (0.90x0.60=0.54 Sqm)

Providing and Fixing project Informatory Sign Board Providing and fixing of typical NABARD informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm (one point six millimeter) thick, top and middle plate duly welded with MS flat iron 25mm x 5m (twenty five millimeter into five meter) 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 millimeter). The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. (two numbers) 75mm x 75 mm (seventy five into seventy five millimeter) of 12 (twelve) SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm (four hundred fifty into four hundred fifty into six hundred millimeter, six hundred millimeter) below ground level The top most diamond plate will be welded to middle plate by 47mm x 47mm (forty seven into fourty seven millimeter) 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 and technical specification Clause 1701 as per direction of Engineer-in- Charge including curing complete and carriage of materials within all leads, lifts and other incidentals.

Five year routine maintenance of the road 0/0 to 16/110 after completion of construction work including hauling/carriage of all labour equipments and materials to various location of site through all modes of transportation in all leads and lifts to the entire stafisfaction of Engineer-in-Charge.

1st year

2nd year

3rd year

4th year

5th year

Bhupinder Paul Mahajan

Rajneesh Mohan