Construction of link road from Chandpur to Kulani Km 0/00 to 4/00 (SW- Construction of Speru Side Approaches of 40.00 mtrs. Span bridge over Awa Khad at Kulani)

Amount

Earth work in excavation for structures as per drawing and technical specifications clause 305.1 including setting out constructin of shoring and bracing, removal of stumps and other deleterious material and disposal upto all leads and any quantam of water including cleaning of slush which may arrise out during dewatering as per the direction of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidental .

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 Rock,Hard rock, chisseling/wedging out of rock (where blasting is prohibited ) and their intermidiate classification of soil setting out true to the required line, grades cutting and trimming of side slopes and level as shown on the drawings and as directed by the Engineer in charge at site according to the technical specification clause 302,1603.1 and 1603.2 and sorting out useful materials and stacking the same in all leads and lifts in acquired width of road and transportation of unuseful material for filling of road way, camber , embankments for grade improvement and disposal of all surplus material in aquired width of the approved dumping sites through all modes of transportation including head load or animal transport or mechanical means along with its levelling, fine dressing and carriage of machineries ,materials , tools equipments and safety measures and incidentals necessary to complete the work by mechanical means and /or labour if required. Recovery of stones to the tune of 205.09 cubicmetre quantity at the Rate of Rupees 300/- only (Rupees Three hundred only) per cubic metre shall be effected from the contractor's running bills on pro-rata basis as per actual quantity executed. Any loos to the public /private property during the course of execution shall be the absolute responsibilty of the contractor which shall have to be compensated by him in all cases .

Providing Cement concrete 1:3:6 (One Cement : Three Sand : Six crushed stone aggregate) Nominal Mix P.C.C. grade M-10 (M-Ten) for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clasue 802,803 1202 & 1203 including carriage of materials with in all leads, lifts and other incidental.

Providng and laying concrete for plain/reinforced concrete 1:5:10 ( One cement : Five Sand : Ten graded stone aggregate) in Parapets complete as per drawing and technical specifications Clasues 802,803,1202 and 1203 including cost of form work and carriage of materials in all leads and lifts and other incidents. The rate including of octroi, royality, Malkana, tolltax, Sale Tax or other taxes imposed by the government.Government.

Back filling granular material behind R/Wall, abutment wing wall and return wall complete as per drawing and technical specifications clause 1204.3.8 including carriage of materials with in all leads, lifts and other incidental .

Providing weep holes in brick mansonry/ stone masonry / plain reinforced concrete abutment, wing wall, return wall with 100mm dia PVC pipe extending through the full with of the structures with slop of 1 (v) : 20 (H) towards draing face complete as per drawing and technical specification clause 614, 709, 1204.307 including carriage of materials with in all leads, lifts and other incidental .

Providing, laying, spreading and compacting / manual stone aggregates of size 90mm to 45mm (Ninety milimetre to forty five milimetre) Grading -I, 100mm ( One hundred milimetre) consolidated thick 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, crushable screening the Type A of size 13.2mm (Thirteen point two milimetre) nominal size at the rate of 0.27 Cum. (Zero point Two seven) Cubicmetre per ten square metre and binding materials at the rates of 0.08 cum (zero point zero eight cubicmetre) per ten square metre to fill up the interstices of coarse aggregate watering and compacting to the required density as per Technical Specification Clause 405 as per the entire satisfaction and direction of the Engineer -in-Charge including carriage of materials within all leads and lift and other incidental.The rate is including octroi, royality, malkana, tolltax, Sale Tax, GST or other taxes imposed by the government.

Providing, laying, spreading and compacting By Manual / mechanical means stone aggregates of size 63mm to 45mm (Sixty three milimetre to forty five milimetre) Grading -II, 75mm ( Seventy five milimetre) consolidated thick to water bound macadam specification including spreading in uniform thickness,using templete hand packing, rolling with three wheel 80-100 KN static roller in stages to proper grade and camber, applying and brooming, stone screening Type B of size 11.2mm ( Eleven point two milimetre) nominal size at the rate of 0.20 Cum. (Zero point two zero ) Cubicmetre per ten square metre and binding materials at the rates of 0.06 cum ( Zero point zero six cubicmetre) per ten square metre to fill up the interstices of coarse aggregate watering and compacting to the required density as per Technical Specification Clause 405 and as per the entire satisfaction and direction of the Engineer -in-Charge including carriage of materials within all leads and lift and other incidental .The rate is including octroi, royality, malkana, tolltax, Sale Tax, GST or other taxes imposed by the government.

Providing, laying, spreading and compacting stone aggregates of size 53mm to 22.4mm (Fifty three milimetre to Twenty two point four milimetre) Grading -III, 75mm ( Seventy five milimetre consolidated thick) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with Three wheel 80-100 KN static roller to stages to proper grade and camber, applying and brooming, stone screening type B 11.2mm ( Eleven point two milimetre) nominal to fill up the interstices of coarse aggregate watering and compacting to the required density grading per MORD technical Specification Clause 405 as per entire satisfaction and direction of the Engineer -in-Charge including carriage of materials within all leads, lift other incidental .The rate is including octroi, royality, malkana, tolltax, Sale Tax, GST or other taxes imposed by the government.

Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface with hydraulic brooms and spraying primer at the rate of 0.85 (zero point eight five) kilogramme/Per square metre using mechanical means as per Technical Specification Clause 502 including hauling of materials in all leads and lifts, as per the entire satisfaction and direction of Engineer -in-Charge including carriage of materials within all leads and lifts and other incidentals.The rate is including octroi, royality, malkana, tolltax, Sale Tax, GST or other taxes imposed by the government.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.275 Kgs. (zero point two seven five kilogramme) per Squaremetres on the prepared granular surfaces treated with primer and cleaned with Hydraulic broom as per MORD Technical Specification Clause 503. including hauling of materials in all leads and lifts, as per the entire satisfaction and direction of Engineer -in-Charge including carriage of materials within all leads and lifts and other incidentals.The rate is including octroi, royality, malkana, tolltax, Sale Tax, GST or other taxes imposed by the government.

Providing, laying and rolling of open-graded premix carpet of 20 mm (Twenty milimetre) compected thickness composed of Type-A 13.2 mm (Thirteen decimal two milimetre) to 5.6 mm (Five decimal six milimetre) aggregates at the rate of 0.27 Cum. ( Zero point two seven Cubicmetres) mixed with bitumen grade V.G-10 (Viscosity grade-Ten) Bitumen at the rate 14.6 Kg. ( Fourteen point six Kilogramme) per ten Square metres of road surface to required line, grade and level to serve as wearing course on a previously prepared base, including mixing and heating binder and aggregate in Hot mix Plant 30/40 ( Thirty / Forty) Tonne per hour capacity, transporting mixed material with tipper and laying with paver finisher to the required grade and camber and rolling with a three wheel 80-100 (Eighty - Hundred)KN static road roller, finished to required level and grades to be followed by seal coat as per Technical Specification Clause 508 and 511 of MORD specification including hauling of material in all leads, lifts .as per the entire satisfaction and direction of the Engineer -in-Charge excluding the cost of tack coat and seal coat but including carriage of materials within all leads lifts and other incidental. The rate is including octroi, royality, malkana, tolltax, Sale Tax, GST or other taxes imposed by the government.

Providing and laying seal coat for sealing the voids in a bituminous surface laid to specified level grade and cross fall using type-B as per MORD technical specification section 508 using Bitumen grade V.G. 10 (Viscosity grade- Ten) at the rate of 6.80 kg (Six point eight zero kilogramme premixed with 0.06 (Zero point Zero six)Cubic metre of fine aggregate per ten square metre of road surface, heated in mini hot mix plant and laying of mixed material and rolling with power road roller 8 - 10 tonne (eight desh ten) tonnes capacity as per the direction of Engineer-in-Charge including carriage of material, Labour and equipments required to execute the work at site of work complete in all respect. The rate is including octroi, royality, malkana, tolltax, Sale Tax, GST or other taxes imposed by the government.

Gopal Singh Thakur