C/O CD and M/T Work of Bhat Ki Hatti bhugar baniya Devi road

Amount

Earth work in excavation for all type of road structure such as reteaining 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 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 mechanically mixed and vibrated in open foundations complete including form work as per drawings and MORDTechnical Specifications Clause 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 cement concrete 1:6:12 ( one cement : six sand: twelve graded stone aggregate crushed 40mm. ( forty milimetre) nominal size for plain/reinforced concrete mechanically mixed and vibrated in open foundations complete as per drawing and MORD 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 cement concrete for plain concrete 1:4:8 (one cement: four sand: eight graded stone aggregate crushed 40mm (forty milimetre) nominal size mechanically mixed and vibrated in open foundations complete as per drawing and MORD 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 nominal mix 1:5:10 (One cement: five sand : ten graded crushed stone aggregate) 40 mm (forty millimetre) nominal size on ground or under water and curing complete including 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 as per drawing and technical specification clauses 802,803,1202 and 1203 as per direction of Engineer-in-Charge including carriage of material through all modes of transportion with in all leads and lifts and other incidentials.

Providing weepholes in brick masonry/stone masonry/plain reinforced concrete abutment,wing wall, return wall and retaining and breast wall with 100 (One hundred)dia millimetre PVC pipe extending through the full width of the structures with slope of 1:20(H) towards drawing face complete as per drawing and technical specification clauses 614,709,1204.3.7 as 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 MORD 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.

Providing and laying reinforced cement concrete pipe NP2 900 mm (nine hundred milimetre ) dia 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 excavation, protection work, back filling, concrete and masonary work in head walls and parapets complete as per drawing and MORD Technical Specifications Clause 1108 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.

Providing and laying flooring laid over cement concrete bedding of rubble stone laid in cement mortar 1:3( one cement : three sand) complete as per drawings and MORD Technical Specification Clause 1303 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.

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 etcetra with earth or quarry soil etcetra 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.

Providing, laying, spreading and compacting by machanical means stone aggregates of specific sizes 90m to 45mm (ninety millimetre to forty five millimetre ) grading-I 100mm( hundred 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 size13.2mm(thriteen point two millimetre) nominal size at the rate 0.27 cum (zero point twenty seven cubic metre) and binding materials at the rate 0.08 cum (zero point zero six cubic metre) per 10 square merte (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 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, spreading and compacting by mechanical means stone aggregates of specific sizes 63mm to 45mm (sixty three millimetre to forty five millimetre ) grading-II(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 0.20 cum (zero point twenty 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 coarse aggregate, watering and compacting to the required density as per M.O.R.D Technical Specification Clause 405 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, spreading and compacting by mechanial means stone aggregates of specific sizes 53mm to 22.4mm (Fifty three millimetre to Twenty two point four zero 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 size 11.2mm (Eleven point two millimetre) nominal size at the rate 0.18 cum (zero point one eight cubic metre) per ten square metre 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 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 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 therate 0.85kg (zero point eight five kilogramme) per square metre using mechnical means as per MORD Technical Specifictions Clause 502 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 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 (viscosity 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 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 (viscosity 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 as per direction of Engineer-in-Charge including carriage of material through all modes of trasportation within all leads and lifts and other incidentials.

Sanjay Garg

Kamal Dev

Baljeet Singh Thakur

Jamna Dass