M/T on road from Jugger to Bhasaharsa km. 0/00 to 7/300

Amount

Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with in all leads and lifts as per drawing and Techical Specification Clause 1603.1 including Carriage of materials with in all leads and lifts and as per direction by the Engineer-In-Charge .

Earth work in excavation for all type of road structure such as retaining walls, breast walls, culverts, drains and parapets etcetra in all type of classification of soil comprising of ordinary soil , ordinary rocks, hard rocks, chiselling/ wedging out of rocks ( where blasting is prohibited) as per drawings and MORD. technical specification Clause 305.1 ,1104 and 1606.1 and as per direction 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 all 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 milimetres) compacted thickness including shorting and strutting and pumping and bailing out water (surface and sub soil water) upto all depth and any quantum of water including cleaning of slush which may arise out during dewatering and as per the direction of the Engineer-in-Charge including carriage of material through all modes of transportation within all leads and lifts and other incidentals.

Providing and Laying concrete 1:6:12 ( one cement : six sand: twelve graded crushed stone aggregate 40mm. ( forty milimetre) nominal size for plain/reinforced concrete in open foundations complete as per drawing and Technical Specification clauses 802, 803, 1202 and 1203 and as per the direction of the Engineer-in-Charge including carriage of material through all modes of transportation within all leads and lifts and other incidentals.

Providing and Laying concrete for plain/reinforced concrete 1:4:8 (one cement: four sand: eight graded crushed stone aggregate 25mm (twenty five milimetre) nominal size in open foundations complete as per drawing and Technical Specification clauses 802, 803, 1202 and 1203 and as per the direction of the Engineer-in-Charge including carriage of material through all modes of transportation within all leads and lifts and other incidentals.

Providing and laying plain cement concrete Grade M -10 (Ten) nominal mix 1:3:6 (one cement: three sand: six graded crushed stone aggregate 20mm (twenty milimetre) nominal size concrete for plain/reinforced concrete in open foundations complete including form work as per drawings and Technical Specifications Clause 802, 803, 1202 & 1203 and as per the direction of the Engineer-in-Charge including carriage of material through all modes of transportation within all leads and lifts and other incidentals.

Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm( one hundred milimetre) dia PVC pipe extending through the full width of the structures with slop of 1(V):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 and aas per the direction of the Engineer-in-Charge including carriage of materials through all modes of transportation with in all leads and lifts and other incidentals.

Back filling behind abutment, wing wall and return wall with Granular material complete as per drawings and Technical Specification Clause 1204.3.8 and as per the direction of the Engineer-in-Charge including carriage of material through all modes of transportation within all leads and lifts and other incidentals.

Preparation of sub grade by dressing to camber earth work for the cutting involved for sub-grade to be paid for separately depending upon the classification of soil completed as per HP.PWD specifications and as per direction of Engineer-in-Charge with in all leads and lifts and other incidentals.

Consolidation of sub grade with road roller including making good the undulation etc. with earth or quarry soil etc. and rerolling the sub-grade completed as per HP.PWD specificationsand and as per direction of Engineer-in-Charge with in all leads and lifts and other incidentals.

Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor mount grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical specification for Grading I Material as per the direction of the Engineer-in-Charge including carriage of material through all modes of transportation within all leads and lifts and other incidentals.

Providing, laying, spreading and compacting stone aggregates of specific sizes 63mm to 45mm (sixty three millimetre to forty five millimetre ) grading-II 75mm( seventy five millimetre)consolidated thick to water bound macadam specification including spreading in uniform thickness, using template, hand packing, rolling with three wheel 80-100 kN (eighty to hundred) static roller in stages to proper grade and camber, applying and brooming, stone screening type-B of size11.2mm(eleven point two millimetre) nominal size at the rate 0.20 cum (zero point two zero cubic metre)and binding materials at the rate 0.06 cum (zero point zero six cubic metre) per 10 square merte (ten) and to fill-up the interstices of course aggregate, watering and compacting to the required density as per MORD Technical Specification Clause 405 by mechanical means and as per the direction of the Engineer-in-Charge including carriage of material through all modes of transportation within all leads and lifts and other incidentals.

Providing, laying, spreading and compacting stone aggregates of specific sizes 53mm to 22.4mm (fifty three millimetre to twenty two point four millimetre ) grading-III 75mm (seventy five mllimetre) consolidated thick to water bound macadam specification including spreading in uniform thickness, using template, hand packing, rolling with three wheel 80-100 kN (eighty to hundred) static roller in stages to proper grade and camber, applying and brooming, stone screening type-B of size11.2mm(eleven point two millimetre) nominal size at the rate 0.18 cum (zero point one eight cubic metre)and binding materials at the rate 0.06 cum (zero point zero six cubic metre) per 10 square metre (ten)and to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per MORD Technical Specification Clause 405 by mechanical means and as per the direction of the Engineer-in-Charge including carriage of material through all modes of transportation within all leads and lifts and other incidentals.

Providing and applying primer coat with bitumen emulsion (SS-I) on prepared surface of granular base including cleaning the road surface with hydralic broom and spraying primer at the rate of 0.85kg (zero point eight five kilogramme) per square metre using mechnical means as per MORD Technical Specifictions Clause 502 by mechanical means and as per direction of Engineer-in-Charge including carriage of material through all modes of trasportation within all leads and lifts and other incidentials.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 kg (zero point two seven five kilogramme) per square metre on the prepared granular surface and cleaned with Hydraulic broom as per MORD Technical Specification Clause 503 by mechanical means as per direction of Engineer-in-Charge including carriage of material through all modes of trasportation within all leads and lifts and other incidentials.

Providing, laying and rolling of open-graded premix carpet of 20 mm (twenty milimetre) compacted thickness composed of 13.2 mm to 5.6 mm (thrirteen point two milimetre to five point six milimetre ) course stone aggregates at the rate 0.27 cum. ( zero point two seven)cubic metre mixed with 14.6kg( fourteen point six )kilogramme per 10 Square metre( ten) bitumen VG-10 (viscosting grade ten) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing and heating binder and aggeregate in a suitable hotmix plant 30/40 (thirty obliq forty)tonne per hour capacity transporting mixed material and laying with paver finisher and rolling with a three wheel 80-100 kN (eighty to hundred) capacity static road roller finished to required level and grades to be followed by seal coat of Type B as per MORD Technical Specification Clause 508 by mechanical means and as per direction of Engineer-in-Charge including carriage of material through all modes of trasportation within all leads and lifts and other incidentials.

Providing and laying seal coat for sealing the voids in a bituminous surface laid to the specified levels, grade and cross falls using Type B as per MORD Technical Specification Clause 510 using VG-10 (viscosting grade ten) at the rate 6.8 kg. ( six point eight kilogramme) premixed with 0.06(zero point zero six) cubic metre of fine aggregate per 10 (ten) sqaure metre by mechnical means and rolling with power road roller 8-10 (eight to ten )tonne capacity and as per direction of Engineer-in-Charge including carriage of material through all modes of trasportation within all leads and lifts and other incidentials.

P/F typica NABARD informatory sign board with Logo as per MORD specification and drawing .Three MS plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mmx 5mm size on back on edges.The lower plate will be welded with MS angle iron frame of 25mmx25mmx5mmThe angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2nos 75mmx75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mmx450mmx600mm below ground level etc as per drawing Clause 1701 and Annexure 1700.1.and as per the direction of the Engineer-in-Charge including carriage of material through all modes of transportation with in all leads and lifts and other incidentals.

P/F of retro reflectorised cautionary, mandatory and informtory as per IRC :67 made of encapsulatedd lens type reflective sheering vide clause 1701.2.3 fixed over aluminumium sheeting 1.5mm thick supported on a mild steel angal iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement cocrete 450mmx450mmx600mm,600mm below ground and Technical Specification Clause 801and as per the direction of the Engineer-in-Charge including carriage of material through all modes of transportation with in all leads and lifts and other incidentals.(i) 900mm equilateral triangle

600mm equilateral triangle

600mmx600mm square

Reinforced cement concrete M-15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including finishing and lettering but excluding painting as per drawing and technical specification clause-1703 and as per the direction of the Engineer-in-Charge including carriage of material through all modes of transportation with in all leads and lifts and other incidentals.(i) 5th Kilometre stone (Precast)

Ordinary Kilometer stone(Precast)

Laiq Ram Chauhan and Sons

Dixit Keprate

Satish Kumar Vij