Balance work for C/O Keru Kelan to Kotlu road KM 0/00 to 1/700 in Distt. Kangra (HP)

Earth work in excavation for all types of road structures such as retaining walls, breast walls, culverts, drains, parapets and other similar structures in all kinds and classification of soil, comprising of ordinary mix soil, ordinary rock, hard rock, chiseling/wedging out rocks (where blasting is prohibited) complete in accordance with the lines and dimensions shown in the drawings, including setting out, construction of shoring, bracing, removal of stumps and other deleterious materials and disposal of excavated material upto any leads and lifts 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 milimeters) compacted thickness including shoring and strutting and pumping or bailing out water (surface and sub-soil water) up to any depth and any quantum of water and cleaning of slush which may arise out during dewatering complete as per drawing and MORD Technical Specification section 300 & 1600 as per the direction and the entire satisfaction of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals.The rate is including Royality, Malkana, Octroi, toll tax, GST or any other taxes imposed by the Government.

Providing and laying mechanically mixed and vibrated cement concrete 1:4:8 (one cement: four sand : eight graded crushed / broken stone aggregate 40 mm (forty milimeters) nominal size ) and curing complete in Retaining walls, Breast walls, etcetera on ground or under water complete including, pumping or bailing out water ,dewatering removal of slush as required at site which may arise at the time of laying concrete complete for all heights/depths including cost of form work as per drawings and MORD technical specifications section 800, 900,1200 , 1600 and as per the direction of Engineer-in-Charge . including carriage of material within all leads, lifts and other incidentals .The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government.

Back filling with granular materials behind abutment, Retaining wall/Breast wall, Wing walls and the like complete as per drawings and MORD technical specification section1200,1600 and as per direction and entire satisfaction of the Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals. The rate is including Royality, Malkana, Octroi, toll tax,GST or any other taxes imposed by the Government.

Construction of embankment with approved material deposited at site from roadway cutting and excavation from drain and foundation of all other structures or other source spreading, grading to required slope and compacted in 200 mm (two hundred millimetre) thickness with three wheel 80-100 (Eighty - one Hundred) K.N static weight road roller to meet requirement of table 300.1 and 300.2 as per M.O.R.D. technical specification section 300 and 1600 and as per the direction of Engineer-in-Charge . including carriage of material 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 100mm (one Hundred millimeter) dia ISI marked P.V.C. pipe Weep Holes in brick masonry/stone masonry plain/ reinforcement concrete abutments, wing wall/ return wall, retaining walls and breast walls, extending through the full width of the structure with slope of 1 (V):20H (One vertical : twenty Horizontal) towards draining face complete as per drawing and MORD technical specification section700,1200 and as per the direction and entire satisfaction of Engineer-in-Charge complete, including carriage of materials with in all leads, lifts and other incidentals. The rate is including Royality, Malkana, Octroi, toll tax, GST or any other taxes imposed by the Government.

Loosening of the ground up to a level of 300 mm (Three hundred millimetre) below the sub grade level, watered, graded with motor grader and compacted in layers to meet requirement of table 300.1 and 300.2 with three wheels 80-100 ( eighty to one hundred) KN static roller for sub grade construction as per M.O.R.D. technical specification section 300 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, Sale Tax or other taxes imposed by the Government.

Construction of sub grade and earthen shoulders with approved material obtained from borrow pits within all leads , lifts , transporting to site, spreading, grading by mechanical means to required slope and compacted with three wheel 80-100 (eighty to one hundred ) KN static roller to meat requirement of table 300.2 as per M.O.R.D. technical specification section 400 and as per direction of Engineer - in- Charge including carriage of materials to various location through all modes of transportation within all leads, lifts and other incidental. The rate is including octroi, royality, Malkana, toll tax GST or other taxes imposed by the Government.

Construction of granular sub-base 175mm (one hundred seventy five) millimetre compacted thickness by providing well graded material as per table 400.1 spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with three wheel roller 80-100 ( eighty to one hundred) KN static roller to achieve the desired density, complete as per drawing and MORD technical specification section 400 for grading 1 material 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, Malkana, toll tax, GST or other taxes imposed by the Government.

Providing laying spreading and compacting by mechanical means 75 mm (seventy five millimetre) compacted thickness broken /crushed 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 one hundred ) K.N. static roller in stages to proper grade and camber including applying and brooming, stone screening type-B of size 11.2mm (eleven decimal 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 density as per drawing and M.O.R.D. technical specifications section 400 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, Malkana, toll tax, GST or other taxes imposed by the Government.

Providing laying spreading and compacting by mechanical means 75 mm (seventy five millimetre) compacted thickness broken /crushed stone aggregate of size 53mm to 22.4mm (fifty three millimetre to twenty two point four millimetre) nominal size Grading-III to water bound Macadam specification including spreading in uniform thickness using template, hand packing, rolling with three wheel 80-100 (eighty to one hundred) K.N. static roller in stages to proper grade and camber including applying and brooming, stone screening type-B of size 11.2mm (eleven decimal two millimetre) nominal size at the rate of 0.18 cum(zero point one eight cubic metre) per ten square metre to fill up the interstices of coarse aggregate, watering and compacting to the required density as per drawing and M.O.R.D. technical specifications section 400 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, Malkana, toll tax, GST or other taxes imposed by the by the Government.

Providing and applying primer coat with BITUMEN emulsion (SS-1) on the prepared surface of granular base including cleaning of road surface with hydraulic brooms and spraying primer at the rate of 0.85 Kg. per Sqm. ( zero point eight five kilogram) per square metre using mechanical means as per M.O.R.D. technical specifications section 500 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, Malkana, toll tax, GST or other taxes imposed by the Government.

Providing and applying tack coat with Bitumen emulsion (RS-I) using emulsion distributor at the rate of 0.275 kg. (zero point two seven five kilogram) per Square metre on the prepared granular surface treated with primer and cleaned with hydraulic broom as per M.O.R.D. technical specifications section 500 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, Malkana, toll tax, GST or 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 direction and entire specification of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals. The rate is including of octroi, royality, GST, Malkana, 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 as per MORD technical specification section 500 as per the direction and entire specification of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals. The rate is including of octroi, royality, GST, Malkana, toll tax or other taxes imposed by the Government.

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement thickness as per design and laid over a prepared sub base with 43(forty three) grade cement or any type as per clause 1501 M-30 (M- thirty) grade, design mix with cement contents not less than 430 kg (four hundred thirty kilogram) per cubic metre coarse and fine aggregates conforming to IS:383(three hundred eighty three), maximum size of coarse aggregate not exceeding 25mm(twenty five millimetre ) mixed in a concrete mixer of not less than 0.2 (zero point two) cubic meter capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side form work ( 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 opreation 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 (Fourteen) using curing compound (where specified) and water, finishing to line and grade as per drawing and M.O.R.D. technical specification section 1500 as per directions of Engineer - in- Charge including hauling /carriage of materials to various location through all modes of transportation with in all leads, lifts and other incidental .The rate is including octroi, royality, Malkana, toll tax GST or other taxes imposed by the Government.