Construction work of 3x5.00 meter box culvert on the causeway located at Km 1 of Sardhuva to Panauti link road

Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by the Engineer-in-charge within a distance of 60metres.SOR Ch 17 Sr No 692

Dismantling reinforced cement concrete or reinforced brick work including stacking of dismantled materials as directed by the Engineer-in-charge within a distance iof 60metres.SOR Ch 17 Sr No 694

Dismantling cement concrete or brick or granolithic floors including base concrete and including stacking of dismantled materials as directed by the Engineer-in-charge within a distance of 60metres.SOR Ch 17 Sr No 697

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Sr No 12.01 (1)B Morth Specification 304

Sand Filling in Foundation Trenches as per Drawing & Technical Specification Sr No 12.03 (1)B Morth Specification 304

Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specific-ations. (PCC Grade M15) Sr No 12.8(A) II Morth Specification 1500,1700 and 2100

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.PCC Grade M20 using batching plant transit mixer & manual placing Sr No 12.8 Case II Morth Specification 1500,1700 and 2100

RCC Grade M25 using batching plant & manual placing. MORT&H Specification '12.8 E (II) Case i

RCC Grade M30 using batching plant & manual placing. MORT&H Specification '12.8 (G) Case ii

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 SOR Road Work Ch 14 Sr No14.6

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. SOR Road Work Ch 14 Sr No14.5

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron Stone weighing not less than 40kg laid dry in front of toe of embankment complete as per drawing and Technical specifications

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification clauses SOR Ch12 Sr No 12.9

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. SR No 12.42 Morth Specification 1600

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material SOR 12.10(i)

Construction of embankment with approved matetrial obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical specification clause 301.5.

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with al lifts and leads transportion to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000m as per Technical specification clauses 303.1. Including stablization with 2% slaked lime including its mixing with rotavator complete.

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor 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 Clause 401.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN 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-II as per Technical Specification Clause 405.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading-III as per Technical Specification Clause 405.

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502

Providing and applying tack coat with Bitumen VG-10 using emulsion distributor at the rate of 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 to required level and grades to be followed by seal coat of either Type A as per Technical Specification Clause 508.

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C, @ 0.65 kg/m2 as per Technical Specification Clause 510

Brick edging on both side of road with M-150 class bricks on edges 3" wide and 4-½" deep laid with mud mortar finished to the required temples in proper alignment and also dressing ramming the excavated eart and directed by E-in-C.

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