C/o link road to village bathol km 0/0 to 2/745

Amount

Providing of sub grade by dressing to camber including cutting in earth work to a depth equal to the combined depth of sub base and surface coarse below the proposed finished level required to the gradient and confirmed line as per drawings and direction of the Engineer-in charge as per HPPWD specification 1990(one thousand nine hundred ninety) volume-1(one) and direction of the ngineer-in-charge, including carriage of all labour equipments and materials to various locations through all modes of transportation in all leads and lifts and all incidental charges.

Consolidation of sub grade with power road roller of 8 to 12(Eight to twele)tonnes including making the foundation etc. with earth or quarry soil etc.and re-rolling the sub grade till the soil is evenly the denesty consolidated and be haves as and elastic mass complete to make the surface for lying of soling as per direction of the Engineer-in charge as per HPPWD specification 1990(one thousand nine hundred ninety) volume-1(one) and direction of the ngineer-in-charge, including carriage of all labour equipments and materials to various locations through all modes of transportation in all leads and lifts and all incidental charges.

WBM grading-I:providing, laying,spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness hand packing,rolling with three wheel 80-100KN static roller in stages to propergrade and camber, applying and brooming, stone screening/binding materials to fill up the interstices coarse aggregate,watering and compacting to the required denesty grading-I as per technical specification clause 405 including carriage of materials,labour and equipments to various location of site of work through all modes of transportation in all leads,lifts and all incidental charges .By mechanical means

WBM grading-II:providing, laying,spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness hand packing,rolling with three wheel 80-100KN static roller in stages to propergrade and camber, applying and brooming, stone screening/binding materials to fill up the interstices coarse aggregate,watering and compacting to the required denesty grading-II as per technical specification clause 405 including carriage of materials,labour and equipments to various location of site of work through all modes of transportation in all leads,lifts and all incidental charges .By mechanical means

WBM grading-III:providing, laying,spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness hand packing,rolling with three wheel 80-100KN static roller in stages to propergrade and camber, applying and brooming, stone screening/binding materials to fill up the interstices coarse aggregate,watering and compacting to the required denesty grading-III as per technical specification clause 405 including carriage of materials,labour and equipments to various location of site of work through all modes of transportation in all leads,lifts and all incidental charges .By mechanical means

Providing and applying a primer coat low porocity with bitumenous SS-I on prepared surface of granular surfaceincluding cleaning of road surface @0.85kg/sqm mannual means as per technical specification 502 . including carriage of materials,labour and equipments to various location of site of work through all modes of transportation in all leads,lifts and all incidental charges .By mechanical means

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rates of 0.275 Kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per technical specification clause 503 . including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge.

Providing, laying by Manual means and rolling open graded premix carpet 20 (Twenty) millimeters thickness composed of 13.2 mm. to 5.6 mm. (Thirteen point Two millimeters to Five point Six millimeters)aggregates using penetration grade bitumen VG -10 to required line , grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant , laying and rolling with a three wheel 80-100 kN static roller capacity, finished by to required level and grades to be followed seal coat of Type –B- as per Technical Specification Clause 508 (Five hundred Eight), including carriage of materials, labour and equipments to various location of site of work through all modes of transportation in all leads, lifts and all incidental charges.

Providing and laying seal coat by mannual means sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type-B using bitumen S-90/VG-10 as per Technical Specification Clause 510 (Five hundred Ten)including carriage of materials, labour and equipments to various location of site of work through all modes of transportation in all leads, lifts and all incidental charges.

Earthwork in excavation for all type of roads, structures such as retaining wall, breast wall, culvert, drain and parapets etc. in all type of classification of soil comprising of ordinary soil, ordinary rock, hard rock chiesling / wedging out rocks (where blasting is prohibeted) as per drawing and technical specification true to lines and grades. Dimesions and other particulars as per drawing and Technical Specification Clause 1606.1 (One six zero six point one) including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all lead and lifts including dressing of sides and bottom and backfilling in trenches with excavated suitable material. All work of excavation by blasting shall be carried out by taking all necessary precautions against soil erosions, damage to hill side & any structure near about, water pollutions etc., and to protect stability of hill side rock. Stacking of materials useful for construction at suitable sites and safe disposal of unserviceable excavated materials in specified manners to dumping site(to be arranged by the contractor), trimming, filling of unevenness blindages and finishing of the road to specified dimensions or as directed by the Engineer-in-Charge. Any loss to the public or private property during the course of execution shall be the sole responsibility of the contractor, which shall have to be duly compensated by him at his own cost of all cases.

Providing and laying plain Cement concretre in 1:4:8 (one cement isto four sand isto eight graded crushed hard stone aggregate 20 (twenty) millimeter nominal size) mechanically mixed, vibrated and curing complete in open foundation and plinth for all type of structure including the cost of form work as per drawing and MORD Technical Specification clause 802, 803, 1202 and 1203 (Eight hundred two, eight hundred three, one thousand two hundred two and one thousand two hundred three) or as directed by the Engineer-in-Charge including carriage of materials with in all leads and lifts and other incidentals.

Providing and laying plain Cement concretre in 1:4:8 (one cement isto four sand isto eight graded crushed hard stone aggregate 40 (forty) millimeter nominal size) mechanically mixed, vibrated and curing complete in open foundation and plinth for all type of structure including the cost of form work as per drawing and MORD Technical Specification clause 802, 803, 1202 and 1203 (Eight hundred two, eight hundred three, one thousand two hundred two and one thousand two hundred three) or as directed by the Engineer-in-Charge including carriage of materials with in all leads and lifts and other incidentals.

Providing and laying Plain Cement Concrete nominal mix 1:6:12 (one cement isto six sand isto twelve graded stone aggregate 40mm (fourty milimeters) nominal size) Mechanically mixed and vibrated and curing complete in open foundations and plinths for all type of structure including the cost of form work complete as per drawing and MORD Technical Specification clause 802, 803, 1202 and 1203 (Eight hundred two, eight hundred three, one thousand two hundred two and one thousand two hundred three) or as directed by the Engineer-in-Charge including carriage of materials with in all leads and lifts and other incidental charges.

Stone masonry in cement mortar 1:3 ( one cement isto three sand) for substructure in R/Wall / Breast wall complete as per drawing & MORD technical specification Clauses 702, 704, 1202 and 1204 ( seven zero two, seven zero four, one two zero two and one two zero four ) including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and all incidental charges

Random rubble stone masonry in cement mortar 1:6 ( one cement isto six sand) for substructure in R/Wall / Breast wall complete as per drawing & MORD technical specification Clauses 702, 704, 1202 and 1204 ( seven zero two, seven zero four, one two zero two and one two zero four ) including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and all incidental charges

Construction of dry rubble masonary for retaining walls, breast walls,revetment walls and parapets etc. for sub-structure and super structure complete as per drawing and technical specification clauses 704.6 & 1302.5 ( seven zero four point six & one three zero two point five ) as per MORD specifications including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and all incidental charges

Providing and laying pointing on square coursed rubble stone masonry in cement mortar 1:3(one cement isto three sand) as coursed masonry as per drawing and technical specification including carriage of materials in all leads and lifts and as per the direction of Engineer-in-Charge).

Providing and laying flooring laid over cement concrete bedding complete as per drawings and MORD technical specification clause 1204.3.8 (one thousand two hundred four point three point eight) , including carriage of all labour equipment and materials to various location of site through all modes of transportations in all leads lifts and all incidental charges.

Backfilling of Granular material behind abutment, wing wall and return wall, breast walls, retaining walls and parapets up to all heights, depths and levels complete as per drawings and MORD technical specification clause 1204.3.8 (one thousand two hundred four point three point eight) , including carriage of all labour equipment and materials to various location of site through all modes of transportations in all leads lifts and all incidental charges.

Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation protection work, back filling concrete and masonry work in head walls and parapets clause 1108 including carriage of all labour equipment and materials to various location of site through all modes of transportations in all leads lifts and all incidental charges.

Providing and laying concrete for plain /reinforced concret P.C.C 1:3:6 in open foundation 20mm nominal size (one cement isto three sand isto six graded stone aggregate twenty milimeter nominal size) and curing complete as per drawings and technical specifications MORD clause 802,803,1202 &1203 including carriage of materials in all leads and lifts. a)