C/O and M/T work road to Village Rainkhi Km 0/0 to 1/0

Amount

Earth work in excavation for all type of road structure such as retaining walls, breast walls, culverts, drains and parapets etcetera in all type of classification of soil, comprising of ordinary soil, ordinary rock , hard rock chiseling / wedging out rocks (where blasting is prohibited) as per drawings and MORD technical specification clause 305.1 and as per the directions of the Engineer-in-Charge including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal of materials upto any lead and upto any lift including dressing of sides and bottom and back filling in trenches with excavated suitable / approved materials to the original surface in layers not exceeding 150mm one hundred fifty millimeters) compacted 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 directions of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government.

Providing and laying mechanically mixed and vibrated plain cement concrete in foundation and plinth, as per drawing and technical specificationi section 800, 1200 & 1600 for nominal mix 1: 5: 10 (one cement: five sand : ten graded crushed stone aggregate 40mm (forty millimeters) nominal size and curing complete, including the cost of form work in Retaining Wall, Breast Wall etcetera, complete as per the direction of Engineer-in-Charge; as per the drawing and hauling /carriage of labour, equippments and materials to various location through all modes of transportation in all leads, lifts and other incidental complete in all respect. The rate is including octroi, royality, GST, toll tax, or other taxes imposed by the Government.

Providing weep holes in brick masonry/stone masonry/plain or reinforced concrete abutment, wing wall, return wall with 100mm (one hundred millimetre) dia P.V.C. pipe extending through the full width of the structures with slope of 1(V): 20(H) towards draining face complete as per drawing and M.O.R.D.technical specification section 700 & 1200 and as per the directions of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals and to the entire satisfaction of the Engineer-in-Charge .The rate is including octroi, royality, GST, toll tax or other taxes imposed by the Government.

Back filling with granular material behind abutments, wing walls, return walls and retaning walls complete as per drawing and M.O.R.D. technical specification section 1200, 1600 and as per the directions of Engineer-in-Charge including carriage of material within all leads,lifts and other incidentals and to the entire satisfaction of the Engineer-in-Charge .The rate is including octroi, royality, GST, toll tax, or other taxes imposed by the Government.

Providing laying spreading and compacting by manual means of stone aggregate of size 63mm to 45mm (sixty three millimetre to forty five millimetre) Grading-II to water bound Macadam specification including spreading in uniform thickness using template, hand packing, rolling with three wheel 80-100 (eighty to hundred ) K.N. static roller in stages to proper grade and camber, applying and brooming, stone screening type-B of size 11.2mm (eleven decimal point two millimetre) nominal size at the rate of 0.20 cum (zero point two zero cubic metre) per ten square metre and binding material at the rate of 0.06 (zero decimal zero six) cubic metre per ten square metre to fill up the interstices of coarse aggregate, watering and compacting to the required densityas per M.O.R.D. technical specifications clause 405 and as per the directions of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals and to the entire satisfaction of the Engineer-in-Charge .The rate is including octroi, royality, GST, toll tax or other taxes imposed by the government.

Providing and applying tack coat with Bitumen emulsion (RS-I) using emulsion pressure distributor at the rate of 0.275 kg. (zero point two seven five kilogram per Square metre on the prepared Bitumen surface treated with primer and cleaned with hydraulic broom as per M.O.R.D. technical specifications clause 503 and as per the directions of Engineer-in-Charge including carriage of material within all leads , lifts and other incidentals and to the entire satisfaction of the Engineer-in-Charge .The rate is including octroi, royality, GST, toll tax, or any other taxes imposed by the Government.

Providing, laying and rolling of open-graded premix carpet of 20 mm (twenty milimetre) compacted thickness composed of 13.2 mm (thirteen decimal two milimetre) to 5.6 mm (five decimal six millimetre) aggregates at the rate of 0.27 Cum. ( zero point two seven cubic metre) mixed with bitumen viscosity grade-ten (V.G-10 ) at the rate 14.60 Kg. ( Fourteen point six zero kilogram) per ten Square metres of road surface to the 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,capacity finished to required level and grades to be followed by seal coat as per MORD Technical Specification section 500 as per the entire satisfaction and direction of the Engineer-in-Charge excluding the cost of tack coat and seal coat including carriage of material within all leads, lifts and other incidentals .The rate is including octroi, royality, GST, toll tax, 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 premixed with 6.80 kg (Six point eight zero kilogram) pentration grade bitument VG-10 (Viscosity grade- Ten) with 0.06 (Zero point Zero six) Cubic metre of fine aggregate per 10sqm (ten square meter) of road surface heated in mini hot mix plant and laying manually of mixed material and rolling with power road roller 8 - 10 tonne (eight to ten) tonne capacity including carriage of material / machinery and equipement required to execute work to the site of work complete in all respect within all leads , lifts aas per entire saticfication and direction of Engineer -In-Charge as per MORD technical specification section 500.The rate is including octroi, royality, GST, toll tax, or other taxes imposed by the Government.

Providing and laying mechanically mixed and vibrated concrete for plain / reinforced concrete in sub structure for all types of structure of plain cement concrete grade M-20 (twenty) with minimum nominal mix 1:2:4 (one cement is to two sand is to four graded crushed stone aggregate 20mm (twenty millimetre) nominal size in or under water including curing complete for 14 (fourteen) days pumping or bailing out water dewatering removal of slush as required at site which may arise at the time of laying under water complete for all heights / depths including the cost of form work complete as per drawings and M.O.R.D. technical specification Clauses 802,804,806,807,1202 and 1204 as per the directions of Engineer-In-Charge including carriage of materials within all leads, lifts and other incidental. The rate including the octroi, royality, Malkana, toll tax, sales tax or any other taxes imposed by the Government.

ASHWANI KUMAR