Balance work of link road from Naya Kunhat Bambal road Km. 0/0 to 6/900 Under PMGSY I Package No. HP10195

Amount

Consolidation of sub grade with road roller including making good the undulations etc. with earth or quarry soil etc., and re-rolling the sub grade including all leads, lifts and carriage of materials, as per the direction of the Engineer-in-Charge.

Construction of Granual Sub- base/base/ surface course with local materials (Table 400.13 ) by mix in place method normal constrcuction of granular sub -base by providing local materials spreading in uniform layes with motor grader on prepared surface ,mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achiev the desired density as per Clause 401.4 complete as per Technical Specifications Clause 401 including carriage of materials in all leads and lifts as per entire satisfaction and direction of Engineer-in-Charge

Providing Laying,spreading and compacting stone aggregate of specific sizes to water bound macadam specifcation including spreading in uniform thickness, hand packing rolling with three wheeled 80-100 KN static roller in stages to proper grade and camber, applying and brooming, crushable, screening to fill up the interstices of coarse aggregate, watering and compacting to the required density as per techical specification clause 405 . W B M Grade II 63 mm to 45 mm size ( By manual means) including haulage of mateial with in all leads, lifts and carriage of materials and as directed by the Engineer Incharge.

Providing Laying,spreading and compacting stone aggregate of specific sizes to water bound macadam specifcation including spreading in uniform thickness, hand packing rolling with three wheeled 80-100 KN static roller in stages to proper grade and camber, applying and brooming, crushable, screening to fill up the interstices of coarse aggregate, watering and compacting to the required density as per techical specification clause 405 . W B M Grade III 53 mm to22.4 mm size ( By manual means) including haulage of mateial with in all leads, lifts and carriage of materials and as directed by the Engineer Incharge.

Providing and applying primer coat with Bitumen emulsion (SS-I) (Himcol-Ltd) grade on the prepared surface of granular base including cleaning of road surface and spraying primer @ 0.70-1.0 kg / sqm using mechanical means as per technical specification clause 502(Five Hundred two)including haulage of mateial with in all leads, lifts and carriage of materials and as directed by the Engineer Incharge.

Providing and applying tack coat with bitumen emulsion ( RS-1)(Himcol-Ltd) using emulsion distributor @ 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer and cleaned with hydraulic broom as per Technical specification Clause 503. including haulage of mateial with in all leads, lifts and carriage of materials and as directed by the Engineer Incharge.

Providing, laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregate using S-90 grade bitumen 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 wheeled 80-100 kn static roller capacity, finished to required level and grades to be followed by seal coat of Type B as per Technical specification clause 508(Five hundred eight) By mechanical means. including haulage of mateial with in all leads, lifts and carriage of materials and as directed by the Engineer Incharge.

Providing and laying seal coat sealing the voids in a bitumenous surface laid to the specified levels, grade and cross fall using Type-B as per Technical Specification Clause 510. Bitumen VG - 10 grade By mechanical means.including haulage of mateial with in all leads, lifts and carriage of materials and as directed by the Engineer Incharge.

Construction of sub grade and earthen shoulders with approved materials obtained from borrow pits with all lits and leads, trasnporting to site, spreading grading to required slipe and compacted to meet requirement of table 300.2 with lead upto 1000 m asper Technical specification clause 303.10.including haulage of mateial with in all leads, lifts and carriage of materials and as directed by the Engineer Incharge.

Excavation in soil in Hilly area by manual means including cutting and trimming of side slope sand disposing of excavated earth with in all lifts and as per Technical Specification Clause 1603.1 All work of rock cutting by blasting shall be carried out by taking all necessary precaution 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 prohabited) .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 hauling and staking of materials useful for construction at suitable sites and safe disposal of unsuitable cut material in specified manner filling of unevenness blind age 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 remove by suitable diversion bailing out or pumping as directed and the area of the foundation or embankment shall be kept dry. Any loss o contractor which shall have to be duly compensated by him at his own cost in all cases.

Earth in work excavation for structure in all depths 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 in all lead and lift including dressing of sides and bottoms and back filling in trenches with excavated suitable material. All work of rock cutting by blasting shall be carried out by taking all necessary precaution 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 prohabited) .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 hauling and staking of materials useful for construction at suitable sites and safe disposal of unsuitable cut material in specified manner filling of unevenness blind age 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 remove by suitable diversion bailing out or pumping as directed and the area of the foundation or embankment shall be kept dry. Any loss o contractor which shall have to be duly compensated by him at his own cost in all cases.

Providing and laying concrete mechanically mixed and vibrated PCC M-10(Ten) grade 1:3:6 (one cement: three sand :six graded stone aggregate 20mm(twenty millimeter) nominaal size for plain/reinforced concrete in open foundation and plinths or similar works complete as per drawings and technical specificcation clause 802,803,1202 and 1203(Eight hundred two,Eight hundred three,One thousand two hundred two and One thousand two hundred three) and curing complete including the cost of form work and hauling of materail in all leads and lifts as per the entire satisfication and direction of Engineer in charge.

Providing and laying concrete mechanically mixed and vibrated PCC M-10(Ten) grade 1:3:6 (one cement: three sand :six graded stone aggregate 40mm(forty millimeter) nominaal size for plain/reinforced concrete in open foundation and plinths or similar works complete as per drawings and technical specificcation clause 802,803,1202 and 1203(Eight hundred two,Eight hundred three,One thousand two hundred two and One thousand two hundred three) and curing complete including the cost of form work and hauling of materail in all leads and lifts as per the entire satisfication and direction of Engineer in charge.

Providing and laying concrete mechanically mixed and vibrated PCC M-15(Fifteen) grade 1:2.5:5 (one cement: two point five sand :five graded stone aggregate 40mm(forty millimeter) nominaal size for plain/reinforced concrete in open foundation and plinths or similar works complete as per drawings and technical specificcation clause 802,803,1202 and 1203(Eight hundred two,Eight hundred three,One thousand two hundred two and One thousand two hundred three) and curing complete including the cost of form work and hauling of materail in all leads and lifts as per the entire satisfication and direction of Engineer in charge.

Providing and laying reinforced cement concrete M-25 in super structure as per drawings and technical specification clause 800,1205.4 & 1205.50.including all leads , Lifts and carriage of materials complete as per entire saisfication of the Engineer in Charge.

Supplying , fitting and placing HYSD bar reinforcement(Fe415) in sub-structure complete as per drawing and HP.PWD. technical specifications.clauses 1002,1005,1010and 1012 including all leads, lifts or as directed by the Engineer-in-Charge

Providing and laying reinforced cement concrete pipe NP2(Two) 900 mm 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 exavation protection works backfilling concrete and masonry works in head walls and parapets as per clause 1106. including all leads , Lifts and carriage of materials complete as per entire saisfication of the Engineer in Charge.

Providing and laying flooring laid over cement concrete bedding complete as per drawings and technical speicification clause 1303 including all leads,lifts and carriage of materials complete as per entire satisfaction of the Engineer in charge.

Providing weep holes in brick/stone masonry/plain/ reinforcement concrete work abutment,wing walls,return walls with 100 mm dia PVC pipe extending through the full width of the structure with slope of 1(v) : 20 (H) toward drawing face complete as per drawing and technical specification. including all leads,lifts and carriage of materials complete as per entire satisfaction of the Engineer in charge.

Routine Maintenance after completion of construction work as per terms and condition of bid document that is 7 C(VI) (Seven)of contract data to general condition of contract and technical specifications of Ministry of Rural Development for rural roads August 2004 (Two thousand Four) for rural roads including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge (i) For First year.

Routine Maintenance after completion of construction work as per terms and condition of bid document that is 7 C(VI)(Seven) of contract data to general condition of contract and technical specifications of Ministry of Rural Development for rural roads August 2004 (Two thousand Four) for rural roads including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge For 2nd year

Routine Maintenance after completion of construction work as per terms and condition of bid document that is 7 C(VI)(Seven) of contract data to general condition of contract and technical specifications of Ministry of Rural Development for rural roads August 2004 (Two thousand Four) for rural roads including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge For 3rd year

Routine Maintenance after completion of construction work as per terms and condition of bid document that is 7 C(VI)(Seven) of contract data to general condition of contract and technical specifications of Ministry of Rural Development for rural roads August 2004 (Two thousand Four) for rural roads including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge For 4th year

Routine Maintenance after completion of construction work as per terms and condition of bid document that is 7 C(VI)(Seven) of contract data to general condition of contract and technical specifications of Ministry of Rural Development for rural roads August 2004 (Two thousand Four) for rural roads including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge For 5th year

Ashu Chuahan