C/o Balance work of 317.50 m span pre-stressed concrete bridge at Bagchhal over Govind Sagar Reservoir in Distt. Bilaspur (HP)

Amount

Excavation in hilly area in all heights and depths in all kinds of soil by manual /mechanical means including saturated soil comprising of ordinary soil , soft rocks, hard rocks, chiselling/wedging out of rock (where blasting is prohibited ) and other intermediate classification of soil setting out true to the required line, grade width cutting and trimming of side slopes and level as shown on the drawing and as directed by the Engineer-in-Charge at site according to the M.O.R.D Technical Specification Clause 300,1603.1,1603.2, & sorting out useful material and stacking the same in all leads and lifts in acquired width of the road and transportation of un -useful material for filling in road way, camber ,embankments for grade improvements and disposal of all surplus un-useful materials to required width of the road or on approved dumping sites, through all modes of transportation including head load or animals transport or mechanical means, alongwith its levelling fine dressing .and carriage of machineries, materials tools equipments and safety measures and other incidentals necessary to complete the work by mechanical means and/or labour if required. All useful materials such as stone, shingles, aggregates, sand and slates shall be sorted out and stacked along road side which shall not be less than 1/3 (One third) for blasting work hard rock 1/6th(One sixth) of jumper work in all cases failing which recovery shall be effeced on the prevailing market rates.Any loss to the public/private property during the course of execution shall be the absolute responsibility of all the Contractor which shall have to be duly compesnsated by him in all cases as per direction of the Engineer-in-Charge including carriage of material within all leads and lifts. The rate includes octroi, royality, Malkana,toll tax,Goods& service Tax or other taxes imposed by the Government. A recovery of useful stones for211.81cubic metre @ Rs. 300/- Per cubic metre shall be done on pro-rata basis in each running bill for this item

Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.Ordinary rock including carriage of material with in all leads and lifts and other incidentals as per direction of Engineer-in-Charge.The rates includes octroi,royality ,Malkana toll tax goods and serivice tax ,building and other construction work, welfare cess royality of any other tax, levy or cess in respect of input for or output by this contract shall be payable by the Contractor and Government shall not entertain any claim whatsoever in this respect of the same.

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing : grade M10(M-ten grade) design Mix including carriage of material with in all leads and lifts and other incidentals as per direction of Engineer-in-Charge.The rates includes octroi,royality ,Malkana toll tax goods and serivice tax ,building and other construction work, welfare cess royality of any other tax, levy or cess in respect of input for or output by this contract shall be payable by the Contractor and Government shall not entertain any claim whatsoever in this respect of the same.

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm(Twenty two point five centimetre) depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with in all lead including carriage of material with in all leads and lifts and other incidentals as per direction of Engineer-in-Charge.The rates includes octroi,royality ,Malkana toll tax goods and serivice tax ,building and other construction work, welfare cess royality of any other tax, levy or cess in respect of input for or output by this contract shall be payable by the Contractor and Government shall not entertain any claim whatsoever in this respect of the same.

Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge with material confirming to grade-II size range 53mm to 0.075mm(fifty three millimetre to zero point zero seven five millimetre) having CBR value-25(Twenty five) including carriage of material with in all leads and lifts and other incidentals as per direction of Engineer-in-Charge.The rates includes octroi,royality ,Malkana toll tax goods and serivice tax ,building and other construction work, welfare cess royality of any other tax, levy or cess in respect of input for or output by this contract shall be payable by the Contractor and Government shall not entertain any claim whatsoever in this respect of the same.

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 (Eight to Ten) tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. including carriage of material with in all leads and lifts and other incidentals as per direction of Engineer-in-Charge.The rates includes octroi,royality ,Malkana toll tax goods and serivice tax ,building and other construction work, welfare cess royality of any other tax, levy or cess in respect of input for or output by this contract shall be payable by the Contractor and Government shall not entertain any claim whatsoever in this respect of the same.

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 kilogramme per square metre) using mechanical means as per Technical Specification Clause 502 including carriage of material with in all leads and lifts and other incidentals as per direction of Engineer-in-Charge.The rates includes octroi,royality ,Malkana toll tax goods and serivice tax ,building and other construction work, welfare cess royality of any other tax, levy or cess in respect of input for or output by this contract shall be payable by the Contractor and Government shall not entertain any claim whatsoever in this respect of the same.

Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With rapid setting bitumen emulsion. On W.B.M / W.M.M. @ 0.4kg/sqm(zero point four kilogramme per square metre including carriage of material with in all leads and lifts and other incidentals as per direction of Engineer-in-Charge.The rates includes octroi,royality ,Malkana toll tax goods and serivice tax ,building and other construction work, welfare cess royality of any other tax, levy or cess in respect of input for or output by this contract shall be payable by the Contractor and Government shall not entertain any claim whatsoever in this respect of the same.

Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. 50 to 100 mm(Fifty to hundred millimetre) average compacted thickness with bitumen of grade VG-30 @ 5% (Five percent)(percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. including carriage of material with in all leads and lifts and other incidentals as per direction of Engineer-in-Charge.The rates includes octroi,royality ,Malkana toll tax goods and serivice tax ,building and other construction work, welfare cess royality of any other tax, levy or cess in respect of input for or output by this contract shall be payable by the Contractor and Government shall not entertain any claim whatsoever in this respect of the same.

Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With rapid setting bitumen emulsion. On bituminous surface @ 0.25kg/sqm (zero point two five kilogramme per square metre) including carriage of material with in all leads and lifts and other incidentals as per direction of Engineer-in-Charge.The rates includes octroi,royality ,Malkana toll tax goods and serivice tax ,building and other construction work, welfare cess royality of any other tax, levy or cess in respect of input for or output by this contract shall be payable by the Contractor and Government shall not entertain any claim whatsoever in this respect of the same.

Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5%(Five point five percent) (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. including carriage of material with in all leads and lifts and other incidentals as per direction of Engineer-in-Charge.The rates includes octroi,royality ,Malkana toll tax goods and serivice tax ,building and other construction work, welfare cess royality of any other tax, levy or cess in respect of input for or output by this contract shall be payable by the Contractor and Government shall not entertain any claim whatsoever in this respect of the same.

Providing and applying 2.5 mm (Two point five millimetre) thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. including carriage of material with in all leads and lifts and other incidentals as per direction of Engineer-in-Charge.The rates includes octroi,royality ,Malkana toll tax goods and serivice tax ,building and other construction work, welfare cess royality of any other tax, levy or cess in respect of input for or output by this contract shall be payable by the Contractor and Government shall not entertain any claim whatsoever in this respect of the same.

Providing and fixing Glow studs of size 100x20 mm(Hundred into twenty millimetre) made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm(Twelve centimetre) of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge.

Providing and erecting a thrie metal beam crash barrier comprising of 3mm(Three millimetre) thick corrugated sheet metal beam rail 85 cm (Eighty five centimetre)above road/ ground level fixed on ISMC series channel vertical post 150X75X5 spaced 2m centre to centre 2m height with 1.15m below the ground level , all steel parts and filaments to be galvanised by hot dip process all fitting to conform to IS:1367 and IS:1364 metal beam rail to be fixed on the vertical post with a space of channel section 150X75X5 mm 546 mm long complete as per clause 810. including carriage of material with in all leads and lifts and other incidentals as per direction of Engineer-in-Charge.The rates includes octroi,royality ,Malkana toll tax goods and serivice tax ,building and other construction work, welfare cess royality of any other tax, levy or cess in respect of input for or output by this contract shall be payable by the Contractor and Government shall not entertain any claim whatsoever in this respect of the same.

RAVINDER KUMAR

M/S SUKHDEV SHARMA CONTRACTOR