Construction of Jawalapur to Prasher road Km 0/0 to 12/525 Under NABARD RIDF-XXVI

Amount

Part-I: 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 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). Recovery of useful stone of 30041.01 cum. @ 300/- per cum. amounting to Rs. 90,12,303/- only 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 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.

Earth work in excavation for structures in all depths as per drawing and technical specification for rural roads 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 excavated 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 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 including hauling and stacking of materials useful for construction at suitable sites and safe disposal of unsuitable cut materials in specified manner, filling of unevenness and finishing of the road to specified dimension or as directed by the Enginer-in-Charge. If the foundation of the structure is in an area with stagnant water or water is met within 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 or private property during the course of excavation shall be the sole responsibility of the contractor which shall have to be duly compensated by him at his own cost in all cases.

Providing and laying concrete mechanically mixed and vibrated P.C.C. M-10 (ten) grade for plain concrete in open foundations and plinths or similar works complete as per drawings and technical specification clauses 1202, 1203 and curing complete including the cost of form work and carriage of materials in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and laying concrete mechanically mixed and vibrated P.C.C. M-15 (fifteen) grade for plain/ reinforced concrete in sub structure or similar works complete as per drawings and technical specification clauses 1202, 1206 and curing complete including the cost of form work and carriage of materials in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and laying concrete mechanically mixed and vibrated R.C.C. M-20 (twenty) grade for plain/ reinforced concrete in sub structure or similar works complete as per drawings and technical specification clauses 1202 and 1206 and curing complete including the cost of form work and carriage of materials in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and laying mechanically mixed and vibrated reinforced cement concrete of mix design to have characteristic strength M-25 (twenty five) grade including cost of form work and curing complete in super structure as per drawing and technical specifications clauses 1401.4 including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and laying cement concrete wearing course by mechanically mixed and vibrated of mix design to have characteristic strength M-30 (M-thirty) grade including cost of reinforcement and form work as per Drawing and technical specifications clause 800 and 1404.2.2 curing complete including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Supplying, fitting, placing and binding HYSD bar reinforcement in substructure complete including cost of binding wire as per drawing and technical specifications clauses 1001 including carriage of material within all leads, lifts and other incidentals complete in all respect as per direction of Engineer-in-Charge.

Supplying, fitting, placing and binding HYSD bar reinforcement in superstructure complete including cost of binding wire as per drawing and technical specifications clauses 1001 including carriage of material within all leads, lifts and other incidentals complete in all respect as per direction of Engineer-in-Charge.

Providing and laying concrete Mechanically mixed and vibrated mix 1:5:10 (one cement: five sand: ten 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 or as per the entire satisfaction and direction of Engineer-in-Charge.

Back filling behind abutment wing wall and return wall complete as per drawing and technical specifications clause 1206.3 with Granular material complete within all leads, lifts carriage of material and other incidentals complete in all respect as per direction of Engineer-in-Charge.

Providing weep hole in brick masonry/ stone masonry / plain reinforced concrete abutment , wing wall, return wall with 100mm dia.(one hundred millimetre diametre) PVC pipe extending through the full width of the structures with slope of 1V:20H (one vertical isto twenty horizontal) towards drawing face complete as per drawing and technical specifications clauses 614,709,1206.6 complete within all leads, lifts carriage of material and other incidentals complete in all respect as per direction of Engineer-in-Charge.

Providing and laying reinforced cement concrete 900mm diameter (Nine hundred millimetre) pipe NP3 as per design 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 1101 including carriage of material within all leads, lifts and other incidentals complete in all respect as per direction of Engineer-in-Charge.

Construction of R.C.C. railing of M-25 (M-twenty five) grade in-situ with 20 mm (twenty millimetre) nominal size aggregate, true to line and grade, tolerance of vertical R.C.C. post not to exceed 1 in 500 (one in five hundred), centre to centre spacing between vertical post not to exceed 2000 mm (two thousand millimetre), leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications as per drawing and technical specification section 800, 900 and clauses 1404.3.3 including carriage of material in all leads, lifts or as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and fixing 100mm (one hundred millimetre) diameter G.I. pipe drainage spouts complete as per drawing and technical specification clause 1404.5 including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and laying of boulder apron laid in wire crates with 4mm (four millimetre) diametre G.I. wire conforming to IS: 280 and IS: 4826 in 100mm x 100mm (one hundred millimetre into one hundred millimetre) mesh (woven diagonally) including 10% (ten percent) extra for laps and joints laid with stones boulders weighting not less than 25 Kg. (twenty five kilogram) each as per drawing and technical specifications clause 1301 including carriage of material within all leads, lifts and other incidentals complete in all respect as per direction of Engineer-in-Charge.

Preparation of sub grade by dressing to camber (Earth work for cutting involved for sub grade to be paid for separately depending upon the classification of soil) completed as per HP.PWD. specifications complete within all leads, lifts, carriage of material and other incidentals charges complete in all respect as per direction of Engineer-in-Charge.

Consolidation of sub grade with road roller including making good the undulation etcetra with earth or quarry soil etcetera and rerolling the sub grade complete as per HPPWD Specifications complete within all leads, lifts, carriage of material and other incidentials charges complete in all respect as per direction of Engineer-in-Charge complete in all respect as per direction of Engineer-in-Charge.

Providing, laying, spreading and compacting stone aggregates by mechanical means of 90mm to 45mm (Ninety millimetre to forty five millimetre) sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN (eighty-one hundred kilo newton) 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-1 (one) as per Technical Specification clause 405 complete within all leads, lifts, carriage of material and other incidentals charges complete in all respect as per direction of Engineer-in-Charge.

Providing, laying, spreading and compacting stone aggregates by mechanical means of 63mm to 45mm (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-hundred kilo newton) in stages to proper grade and camber applying and brooming, stone screening/binding materials to fillup the interstics of coarse aggregate, watering and compacting to the required density Grading-2 (two) as per Technical Specification clause 405 complete within all leads, lifts, carriage of material and other incidentals charges complete in all respect as per direction of Engineer-in-Charge.

Providing, laying, spreading and compacting stone aggregates by mechanical means of 53mm to 22.4mm (fifty three millimetre to twenty two point four millimetre) sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN (eighty-hundred kilo newton) in stages to proper grade and camber applying and brooming, stone screening/binding materials to fillup the interstics of coarse aggregate, watering and compacting to the required density Grading-3 (three) as per Technical Specification clause 405 complete within all leads, lifts, carriage of material and other incidentals charges complete in all respect as per direction of Engineer-in-Charge.

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 0.85 kg/sqm ( Zero point eight five kilogramme per square metre) using mechanical means as per Technical specification Cluase 502 including carriage of material within all leads, lifts and other incidentals charges complete in all respect as per direction of Engineer-in-Charge.

Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 kg/sqm (zero point two seven five kilogramme per square metre ) on the prepared granular surfaces treated with primer and cleaned with hydraulic broom as per technical specification clause 503 including carriage of material within all leads, lifts and other incidentals charges complete in all respect as per direction of Engineer-in-Charge.

Providing and laying 25mm (twenty five millimetre) compacted thick semi dense bituminous concrete with aggregate of grading -II (Two), 10(Ten) millimetre nominal size, using bitumen (VG-10), minimum 5% (Five percent) of weight of mix on thoroughly cleaned surface by mechanical broom and dust removed by compressed air, mixed in computerised batch mix/HMP of 75(seventy five) TPH capacity calibrated from time to time mixing to bituminous concrete as per approved job mix formula form approved laboratory, transporting the mix material in clean insulated vehicles covered while in transit or awaiting, tipping and laying with sensor paver finisher to the required level and grade, rolling with power road roller to achieve the desired density complete including profile correction layer and patching of pot holes, within all leads and lifts including carriage of materials, plants and equipments by mechanical transport, conforming to clause 509 of MORD specification for road and bridges work (First Addition) as per the direction of Engineer-in-Charge. Nothing extra shall be paid for higher bitumen contents required as per job mix formula.

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.

Retro-Reflective Traffic signs. Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701 fixed over aluminium sheeting, 1.5 mm (one point five millimetre) thick including required message, letters, figures and signs as per MORD specifications of required shade and colour. Supported and welded on a mild steel angle iron post 75 mm x 75mm x 6mm (seventy five millimetre into seventy five millimetre into six millimetre) firmly fixed to the ground by mean of properly designed foundation with M-15 grade cement concrete 450x450x600 mm (four hundred fifty into four hundred fifty into six hundred millimetre), 600mm (six hundred millimetre) below ground level as per approved drawing including carriage of material within all leads, lifts and other incidental charges and as per the entire satisfaction and direction of Engineer-in-Charge.

Sign board 600mm (six hundred millimetre) equilateral triangle

Sign board 900mm (nine hundred millimetre) octagon

Direction and Place Identification Signs upto 0.90 sqm Size Board. Providing and erecting direction and place identifications of retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701, fixed over aluminium sheeting, 2mm (two millimetre) thick with area not exceeding 0.9 (zero point nine) square metre including required message, letters, figures and signs as per MORD specifications of required shade and colour. Supported and welded on a mild steel angle iron post 75 mm x 75mm x 6mm (seventy five millimetre into seventy five millimetre into six millimetre) firmly fixed to the ground by mean of properly designed foundation with M-15 grade cement concrete 450x450x600 mm (four hundred fifty into four hundred fifty into six hundred millimetre), 600mm (six hundred millimetre) below ground level as per approved drawing including carriage of material within all leads, lifts and other incidental charges and as per the entire satisfaction and direction of Engineer-in-Charge.

Direction and Place Identification Signs more than 0.90 sqm Size Board. Providing and erecting direction and place identifications of retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701, fixed over aluminium sheeting, 2mm (two millimetre) thick with area exceeding 0.9 (zero point nine) square metre including required message, letters, figures and signs as per MORD specifications of required shade and colour. Supported and welded on a mild steel angle iron post 75 mm x 75mm x 6mm (seventy five millimetre into seventy five millimetre into six millimetre) firmly fixed to the ground by mean of properly designed foundation with M-15 grade cement concrete 450x450x600 mm (four hundred fifty into four hundred fifty into six hundred millimetre), 600mm (six hundred millimetre) below ground level as per approved drawing including carriage of material within all leads, lifts and other incidental charges and as per the entire satisfaction and direction of Engineer-in-Charge.

Part-II: Routine Maintenance after completion of construction work as per terms and condition of bid document that is 4 (i) to (viii) of contract data to general condition of contract and technical specifications of rural road Manual (IRC: SP:20:2002) 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

Nveen Sharma

Dinesh Kumar Sharma Const. (P) Ltd

M/S STRIKER & BROS

Vijay Kumar Sharma

MSC Roads and Bridges Private Limited

Bhupinder Paul Mahajan

GARG SONS ESTATE PROMOTERS PVT LTD