Construction of link road from Laa Devi Temple to Giri Basti Rajban km.0/0 to 1/450 (SH-C/O 5/7 mtrs.wide road,C/O cross drainage works,P/L G-I and C/O V-shape side drain in km.0/795 to 1/450).under MNP

Amount

Construction of embankment with approved materials obtained from borrow pits within any lift transporting to site , spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with in any lead as per technical specification clause 301.5 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 incidentials.

Earth work in excavation for structure as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing removal of stumps and other deleterious materials and disposal upto a lead of 50 (fifty)meters, dressing of sides and bottom and back filling in trenches with excavated suitable materials upto 3.00(three) meters depth.including carriage of all labour equipment & materials to various location through all leads, lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge.

Providing & laying cement concrete 1:6:12 ( One cement : six approved sand : twelve graded crushed stone aggregate 40mm ( forty milimeter ) nominal size ) and curing complete excluding cost of form work in foundation & plinth as per HPPWD. Specification 1990 volume-I ( One ) including carriage of all labour equipments and materials to various location through all leads,lifts and other incidental charges complete as per the entire satisfaction of the Engineer-in-Charge.

Providing & laying cement concrete 1:4:8 ( One cement : four approved sand : eight graded crushed stone aggregate 25mm ( twenty five milimeter ) nominal size ) and curing complete excluding cost of form work in foundation & plinth as per HPPWD. Specification 1990 volume-I ( One ) including carriage of all labour equipments and materials to various location through all leads,lifts and other incidental charges complete as per the entire satisfaction of the Engineer-in-Charge.

Providing weephole in brick masonry/ stone masonry / plain reinforced concrete abutment, wing wall, return wall with 100mm dia PVC pipe extending through the full width of the structures with slope of 1 ( V ) : 20 ( H ) towards drawing face complete as per drawing & clauses 614, 709, 1204.3.7 including carriage of materials within all leads, lifts & other incidential technical specification complete as per entire satisfaction of the Engineer-in-Charge.

Providing and laying of boulder apron laid in wire crates with 4 mm (four) millimetre dia GI wire conforming to IS:280 and IS: 4826 in 100 mm x 100 mm ( hundred millimetre x hundred millimetre) mesh (woven diagonally) including 10 (ten) percent extra for laps and joints laid with stone boulders weighing not less than 25 kg (twenty five)kilogramme each as per drawing and MORD Technical Specifications Clause 1301 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 cement concrete 1:4:8 ( One cement : four approved sand : eight graded crushed stone aggregate 40mm ( forty milimeter ) nominal size ) and curing complete excluding cost of form work in foundation & plinth as per HPPWD. Specification 1990 volume-I ( One ) including carriage of all labour equipments and materials to various location through all leads,lifts and other incidental charges complete as per the entire satisfaction of the Engineer-in-Charge.

Providing and laying mechanically mixed and vibrated cement concrete for plain/ reinforced concrete in open foundation for all type of structure complete of plain cement concrete Grade M-10(M-Ten)nominal mix 1:3:6 (One cement: three sand : six graded crushed stone aggregate) 20 mm (Twenty 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 clause 802,803,1202 and 1203 and as per direction of Engineer-in-Charge including carriage of materials through all modes of transportion with in all leads and lifts of materials and other incidentials.

Providing and laying mechanically mixed and vibrated cement concrete for plain/ reinforced concrete in open foundation for all type of structure complete of plain cement concrete Grade M-15(M-Fifteen)nominal mix 1:2.5:5 (One cement: two point five sand : five graded crushed stone aggregate) 20 mm (Twenty 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 clause 802,803,1202 and 1203 and as per direction of Engineer-in-Charge including carriage of materials through all modes of transportion with in all leads and lifts of materials and other incidentials.

Providing and laying reinforced cement concrete pipe NP2 900 mm (nine hundred millimetre ) 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 reinforced cement concrete pipe NP2 600 mm (six hundred millimetre ) 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 complete as per drawing and technical specification clause 1303 rubble stone laid in cement mortar 1:3 (one cement : three sand) 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.

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 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 stone aggregates of specific sizes 90mm to 45mm (ninety millimetre to forty five millimetre ) grading-1, 150mm ( one hundred fifty 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 (ten)square merte 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.

WASIM ALI

GAGAN KUMAR

Basti Ram

VIRENDER SINGH CHAUHAN

Randhir Singh

RANJEET SINGH

saurabh sharma

Arif Khan