Balance work of UG of link road to village Aroth Km. 0.000 to 2.840 SH Metalling Tarring P.C.C Road side drain C.O. Wire Crate R. wall and B. wall at various RDs including five year maintenance after completion under Package No.HP09640

Amount

Excavation in earthwork in hilly area in all heights and depths, in all kind of soil including saturated soil comprising of mixed soil, ordinary rock and hard rock. All work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion, damage to hill side, water pollution, etc. and to protect stability of hill side. Rock shall be excavated with chiseling and wedging out rock (where blasting is prohibited). All earth work in cutting/excavation, including rock excavation shall be carried out true to lines, grades, side slopes, width, camber, super-elevation and level as shown on the drawings or as directed by the Engineer-in-Charge, in conformity with the requirement of technical specification for Rural road, Auguest 2004 & clause 16.2 including entire carriage of materials within in all leads and lifts as per direction of the Engineer-in-Charge.

Earth work in excavation for structures in all depths as per drawings and technical specification for Rural road August 2004 Clause 305.1 specifications (latest edition) including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal in all leads and lifts including dressing of sides and bottom and back filling in trenches with excavated Suitable materials. All work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion damage to hill side water pollution etc. and to protect stability of hill side rock shall be excavated with chiseling and wedging out rock (where blasting is prohibited). All earth work in excavation including rock excavation shall be carried out true to lines grades, side slopes, width, camber super elevation and level as shown on the drawings or as directed by the Engineer-in-Charge. Stacking of materials useful for construction at suitable sites and safe disposal of unserviceable cut materials in specified manner trimming filling of unevenness blind edge and finishing of the road to specified dimension or as directed by the Engineer-in-Charge. If the foundation of the structure is in an area with stagnant water or water is met with in the excavation due to spring seepage rain and other causes it shall be removed by suitable diversion bailing out or dewatering as directed and the area of the foundation or embankment shall be kept dry including entire carriage of materials within in all leads and lifts as per direction of the Engineer-in-Charge.

Providing and laying mechanically mixed and vibrated PCC M-10 (ten) nominal mix 1:3:6 (one cement :three sand :six graded stone 20 mm (twenty milimeters ) nominal size for plain concrete in foundation And plinth or similar work complete as per technical specifications for rural roads August 2004 Clause 802,803,1202 and 1203 and curing complete including entire carriage of materials within in all leads and lifts as per direction of the Engineer-in-Charge.

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

Providing and applying primer coat with Bitumen emulsion (SS-I) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.00 kg/sqm using mechanical means as per technical specificaion clause 502 including entire carriage of materials within in all leads and lifts as per direction of the Engineer-in-Charge.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rates of 0.30 Kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per technical specification clause 503 including entire carriage of materials within in all leads and lifts as per direction of the Engineer-in-Charge.

Providing, laying and rolling of open-graded premix carpet of 20 mm to thickness composed of 13.2 mm 5.6 mm aggregate using 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 to required level and grade to be followed by seal coat of type B as per technical specification clause 508 including entire carriage of materials within in all leads and lifts as per direction of the Engineer-in-Charge.

Providing and laying seal coat sealing the voids in bituminous surface laid to the specified levels, grade and cross fall using type B as per technical specification clause 510 using. VG-10 including entire carriage of materials within in all leads and lifts as per direction of the Engineer-in-Charge.

Routine maintenance after completion of constructio work as per terms and condition of bid document that is 7C(vi)of the contract data to generak condition of contract and technical specifications of ministry of rural development for rural roads August 2004 (two thousand Four ) for rural roads Routine Maintenance first year including entire carriage of materials with in all leads and lifts as per direction of the Engineer-in-Charge.

Routine Maintenance for 2nd Year

Routine Maintenance for 3rd Year

Routine Maintenance for 4th Year

Routine Maintenance for 5th Year

PARVEEN VERMA