Providing metalling and tarring of road from Bayal (Batching plant near steel bridge) to Village Koyal in project affected area of Rampur HPS Km. 0/00 to 8/700. (SH- M/T works, side drain, Parapets and protections walls at various Rds. in Km. 5/060

Amount

Preparation of sub-grade by dressing to camber (earth work for the cutting for sub-grade to be paid for separately) depending upon the classification of soil including carriage of materials in all leads and lifts as per directions of The Engineer-in-Charge complete and as per HP.PWD. Specifications of 1990 Vol-I.

Consolidation of sub grade and earther shoulders with approved materials obtained from borrow pits withall leads and lifts transporting to site , spreading, grading to required slope and compacted to meet the requirement of table 300.2 including curing and carriage of materials in all leads and lifts as per directions of the Engineer-In-Charge complete.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 404 By Manual Means including carriage of materials through all modes of transportaion with in all leads and lifts as per directions of the Engineer-In-Cherge.

Providing, laying, spreading and compacting stone aggregates of specific sizes 63 mm to 45 mm (sixty three milimetre to forty five moilimetre) grading-II (75 mm thick) consolidated thickness to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 405 by mechenical means including carriage of materials through all modes of transportaion with in all leads and lifts as per directions of the Engineer-In-Cherge.

Providing, laying, spreading and compacting stone aggregates of specific sizes 53 mm to 22.4 mm (fifty three milimetre to twenty two point four moilimetre) grading-III (75 mm thick) consolidated thickness to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 405 by mechenical means including carriage of materials through all modes of transportaion with in all leads and lifts as per directions of the Engineer-In-Cherge.

Providing and applying primer coat with Bitumen emulsion (SS-I) on prepared surface of granular base including cleaning of road surface and spraying primer @ of 0.85 kg (Zero point eight five kilogramme) per Sqm using mechanical means as per techanical Specification Clause 502 including carriage of materials, plants/equipments by all modes of transportation with in all leads and lifts and as per directions of The Engineer – in – Charge complete.

Providing and applying tack coat with bitumen emulsion (RS-I) using emulsion pressure distributor @ 0.225 kg (Zero point two two five kilogramme) per square metre of the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specifications of clause 503 including carriage of materials, plants/equipments by all modes of transportation with in all leads and lifts and as per directions of The Engineer – in – Charge complete.

Providing and laying 30 mm (thirty milimetre) thick bitumenous concrete with 100-120 PH batch type hotmix plant producing and average output of 75 tonne (Seventy five tonne) using crushed aggregates of specified grading premixed with bituminous binder VG-10 @ 5.5 (Five point five) percent or mix and filler, transorting the hot mix to work site lying with a hydro static paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled vibratory and tendom roller to achieve the desired compection as per MORTH specification No. 50 including carriage of materials, plants/equipments by all modes of transportation with in all leads and lifts and as per directions of The Engineer – in – Charge complete. (Nothing extra shall be paid for highly contains of bitumen as per job mix formula)

Earth work in excavation for all type of road structure such as retaining walls, breast walls, culverts, drain and parapets etc in all type of classification of soil comprising of pick work, jumper work and blasting work both in soft and hard rock with chieselling and wedging out of roacks (where blassting is prohibited) and their intermediate classification of soil including dewatering whereever required , setting out to required lines, level as shown on the drawing and directed by the engineer -in - charge at site . according to the H.P P.W.D specification of 1990 (one thousand nine hundred ninety) volume -1 (one ) and sorting out useful and unuseful material and transportation of the unuseful material for disposing at dumping site (To be arranged by the contractor ) as per satisfaction of Engineer-in - charge through all modes of transportation including head load, animal load or mechanical means along with its leveling fine dressing and with all kinds of labour, machineries, tools equipment and safety measures and incidentals necessary to complete the work by mechanical means and labour ( if required) . All useful material such as stones, shingles aggregate and slates shall be properly stacked at site to the maximun possible extent in all leads and lifts through all modes of transportation and used/ removed as per the direction of the Engineer - in - charge. Any loss to the public and private propriety during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges.

Providing and laying concrete Mechanically mixed and vibrated PCC M-10 (Ten) nominal mix 1:3.:6 ( One cement: Three sand :six graded stone 40 mm(forty millimetre) nominal/ reinforced concrete in open foundations and plinths or similar works complete as per drawing and technical specification for rural roads August 2004, Clause 802,803,1202 and 1203.and curing complete including cost of form work and hauling of materials in all leads and lifts and as per entire satisfaction and direction of Engineer-in-charge.

Providing and laying concrete Mechanically mixed and vibrated PCC M-15 (Fifteen) nominal mix 1:2.5.:5 ( One cement: Two and half sand :five graded stone 40 mm(forty millimetre) nominal size for plain concert in foundation and plinth or similar work complete as per drawing and technical specification for rural roads August 2004, Clause 802,803,1202 and 1203.and curing complete including the cost of form work including hauling of materials in all leads and lifts and as per entire satisfaction and direction of Engineer-in-charge.

Cutting in earth work in in all heights and depths in all kinds of soil including saturated soil comprising of pick work, jumper work and blasting work both in soft and hard rock with chieselling and wedging out of roacks (where blassting is prohibited) and their intermediate classification of soil including dewatering whereever required , setting out to required lines, level as shown on the drawing and directed by the engineer -in - charge at site . according to the H.P P.W.D specification of 1990 (one thousand nine hundred ninety) volume -1 (one ) and sorting out useful and unuseful material and transportation of the unuseful material for disposing at dumping site (To be arranged by the contractor ) as per satisfaction of Engineer-in - charge through all modes of transportation including head load, animal load or mechanical means along with its leveling fine dressing and with all kinds of labour, machineries, tools equipment and safety measures and incidentals necessary to complete the work by mechanical means and labour ( if required) . All useful material such as stones, shingles aggregate and slates shall be properly stacked at site to the maximun possible extent in all leads and lifts through all modes of transportation and used/ removed as per the direction of the Engineer - in - charge. Any loss to the public and private propriety during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges.

Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.Coursed Rubble Masonry In cement-mortar (1:5 ( One cement : five sand) and curing complete including hauling of materials in all leads and lifts and as per entire satisfaction of Engineer-in-charge.

Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.Coursed Rubble Masonry In cement-mortar (1:4 ( One cement : four sand) and curing complete including hauling of materials in all leads and lifts and as per entire satisfaction of Engineer-in-charge.

Back filling with granular materials behind abutment, wing wall and return wall complete as per drawing and technical specifications clauses 1204.3.8 including carriage of materials in all leads and lifts as per direction of The Engineer-In-Charge complete.

Providing and laying rubble stone flooring laid in cement mortar 1 : 3 ( One cement: three sand) as per drawing and technical specification Clause 1303 including hauling of material in all leads lift as per the entire satisfaction and direction of Engineer-in charge.

Providing and laying reinforced cement concrete pipe NP2 900 mm (nine hundred milimetre) dia for culverts on Ist class bedding of granular materials in single row including fixing collar with cement mortar 1:2 (one cement: two sand) but excluding excavation, protection work, back filling, concrete and masonry work in head walls and parapets complete as per drawing and technical specification clause 1108 and as per directions of the Engineer-In-Charge including curing and carriage of materials through all modes of transportation within all leads and lifts and other incidentals.

Providing and laying of boulder apron laid in wire crates with 4mm dia GI wire conforming to IS:280 and IS:4826 in 100mmx100mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25Kg each as per drawing and technical specifications clause 1301. including hauling of materials in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Pawan Sood

Om Prakash Mehta

AHC ASSOCIATES

gopal sharma