Providing and laying M/T CD AND Balance work on Gatterbag Upralla Thanout road via Sehli km 0/0 to 8/200 under Nabard Distt Mandi HP

Amount

Cutting in earth work in all kinds of soil such as pick work, jumper work, pick jumper work, pick jumper blasting work, jumper blasting work, blasting work (soft and hard rock) conglomerate rock including/ chiseling wedging out of rocks (where blasting is prohibited), saturated soil and their intermediate classification of soil including ramming and de-watering where required as per the geometrics, grades and levels shown on the drawings, and technical specification clause1603.1 & 1603.2 including clearing of jungles uprooting of trees, vegetation, grass wood trees and sapling of all girth upto any heights/depths and removal of rubbish up to any distance outside the periphery of the area including stacking the useful material along the road side and disposal of all unserviceable materials through all modes of transportation with in all leads and lifts. The recovery of 546.03 cubic metre @ Rs. 300/- per cubic metre amounting to Rs. 163809 /- only, shall be done on prorata basis for the quantity of cutting in earth work effected. Any loss to public or private property during the course of execution shall be the responsibility of the contractor, which shall have to be duly compensated by him at his own cost in all cases to the extent of the damages occurred as directed or as per the direction of Engineer-in-charge including carriage of materials with in all leads, lifts and other incidentals.

Earth work in excavation in all kinds of soil for structure as per drawing and technical specifications Clause 305 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto any lead and dressing of sides and bottom and back filling in trenches with excavated suitable material including carriage of materials with in all leads, lifts and other incidentals.

Providing and laying concrete for plain concrete 1:6:12 (one cement : six sand : twelve) graded stone aggregate 40mm (Forty millimetre nominal size) in open foundations complete including form work as per drawing and technical specification clauses 802, 803, 1202 and 1203, including carriage of materials with in all leads, lifts and other incidentals.

Random rubble masonry in cement mortar for substructure complete as per drawing and technical specification Clause 702, 704, 1202 and 1206 in cement mortar (1:6) (One cement : six sand) including carriage of materials with in all leads, lifts and other incidentals as per direction of Engineer-in-Charge.

Coursed rubble stone masonry (2nd sort) in cement mortar for substructure complete as per drawing and technical specifications clauses 702, 704, 1202 and 1206 in cement mortar 1:4 ( One cement : four sand) including carriage of materials with in all leads, lifts and other incidentals.

Construction of dry rubble masonry 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 & 1604 including carriage of materials with in all leads, lifts and other incidentals.

Back filling behind abutment, wing wall and return wall complete as per drawings and technical specification Clause 1206.3 Granular material including carriage of materials with in all leads, lifts and other incidentals as per direction of Engineer-in-charge.

Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303 Rubble stone laid in cement mortar 1:3 (One cement : three sand) (Earth work in excavation and cement concrete for bedding to be measured and paid for separately) including carriage of materials with in all leads, lifts and other incidentals.

Providing, and laying reinforced cement concrete 900mm diameter (Nine hundred millimeter) pipe NP3 as per design 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 excavations, protection works, back filling, concrete and masonry works in head walls and parapets as per drawings and technical specifications for Rural roads clause 1101 including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and laying 1:4:8 (One cement : four sand : eight graded stone aggregate 40mm (Forty millimetre nominal size) concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 including carriage of materials with in all leads, lifts and other incidentals.

Providing and laying 1:5:10 (One cement : five sand : ten graded stone aggregate 40mm (Forty millimetre nominal size) concrete for plain/reinforced concrete in open foundations complete including form work as per drawing and technical specification clauses 802, 803, 1202 and 1203 including carriage of materials with in all leads, lifts and other incidentals.

Preparation of sub grade by dressing to camber (Earth work for the cutting involved for sub-grade to be paid for separately depending upon the classification of soil) complete as per HP.PWD specification including hauling/ carriage of materials through all modes of transportation with in all leads and lifts of materials and other incidentals.

Consolidation of sub grade with road roller including making good the undulation etc. with earth or quarry soil etc. and rerolling the sub-grade complete as per HP.PWD specification including carriage of materials with in all leads, lifts and other incidentals.

Construction of granular sub-base by providing well graded material Grading-I spreading in uniform layers with tractor mount 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 Techanical Specifications Clause 401 including carriage of material within all leads, lifts and other incidental charges and as per the entire satisfaction and direction of Engineer-in-Charge.

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 (Eighty- hundred 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 By Manual/Mechanical means including carriage of materials with in all leads, lifts and other incidentals.

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 (Eighty- hundred 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 By Manual/Mechanical means including carriage of materials with in all leads, lifts and other incidentals.

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 0.70-1.0 Kg/ sqm (Zero point seven zero to one point zero kilogram per square metre) using mechanical means as per Technical Specification Clause 502 including hauling/ carriage of materials through all modes of transportation with in all leads and lifts of materials and other incidentals.

Providing and applying tack coat with Bitumen emulsion (RS-I) using emulsion distributor at the rate of 0.25 to 0.30 Kg. per sqm (Zero point two five to zero point three zero kilogram per square metre) on the prepared grannular bituminous surface treated with primer cleaned with Hydraulic broom as per Technical Specification Clause 503 including hauling/ carriage of materials through all modes of transportation with in all leads and lifts of materials and other incidentals.

Providing, laying and rolling of open-graded premix carpet of 20 mm (Twenty millimetre) thickness composed of 13.2 mm (Thirteen point two millimetre) to 5.6 mm (Five point six millimetre) aggregates using penetration 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 wheel 80-100 kN (Eighty - hundred Kn) static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per technical specification Clause 506 by Manual/Mechanical Means Bitumen S-90/ VG-10 grade including hauling/ carriage of materials through all modes of transportation with in all leads and lifts of materials and other incidentals.

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Bitumen S-90/ VG-10 grade Type C as per Technical Specification clause 508 by manual/ mechanical means including carriage of materials with in all leads, lifts and other incidentals.

Construction of hill side V-shape drain in plain concrete M -10 grade of size 0.474X0.35 m (zero point four hundred seventy four into zero point thirty five metre) having 10 cm (Ten centimetre) thick in accordance with the requirement of specification true to lines and grades dimensions and other particulars including excavation and from work complete as per drawing and technical apecification clause 1606.1 including hauling/carriage of materials through all modes of transportation with in all leads, lifts of materials and other incidentals.

Routine Maintenance after completion of construction work as per terms and condition of bid document that is 4 (i) to (vi) of contract data to general condition of contract and technical specifications of Ministry of Rural Development for rural roads January, 2014 including carriage of all labour equipment and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction of the Engineer-in-Charge.

For 1st Year

For 2nd Year

For 3rd Year

For 4th Year

For 5th Year

Dinesh Kumar Sharma Const. (P) Ltd

CHAMAN LAL