C/O link road from village Banon to Tharu and Gehra road km 0/0 to 4/500 under Nabard Distt.Mandi HP MLA Priority 2012-13

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 claus 1603.01 and 1603.02 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 16048.96 cubic metre @ Rs. 300/- per cubic metre amounting to Rs. 4814688 /- 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 1204 in cement mortar (1:6) (One cement : six sand) including carriage of materials with in all lead, lifts and other incidentals as per direction of Engineer-in-Charge.

Provding and laying of boulder apron laid in wire crates with 4mm (four millimetre) dia GI wire conforming to IS: 280 and IS:4826 in 100mmX100mm (one hundred millimetre into one hundred millimetre) mesh (woven digonally including 10per cent extra for laps and joints laid with stone boulders weighing not less than 25kg (twenty five kilogram) each as per drawing and techinical specification clause 1301 including carriage of materials with in all leads, lifts and other incidentals.

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: 5 ( One cement : five sand) including carriage of materials with in all leads, lifts and other incidentals.

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.

Coursed Rubble stone masonry (2nd sort) in cement mortar (1:6) (One cement : six sand) for sub-structure complete as drawing and technical specification of Ministry of Rural road Development for Rural road clauses 702, 704, 1202 and 1206 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 filter media with granular crushed aggregate as per specification to a thickness of not less than 600mm (Six hundred milimetres) with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height compacted to firm condition complete as per drawing and technical specification Clause 1206.3 including carriage of materials with in all leads, lifts and other incidentals.

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.

Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203, 1:4:8 (One cement : four sand : eight graded stone aggregate 25mm (twenty five millimeter) nominal size including carriage of materials with in all leads, lifts and other incidentals.

Providing concrete for plain concrete in open foundation complete including form work as per drawings and technical specification Clause 802, 803, 1202 & 1203 P.C.C. 1:3:6 (One cement : Three sand : Six graded stone aggregate) Mechanically Mixed including carriage of materials with in all leads, lifts and other incidentals.

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications clauses 1401 in RCC M-25 (M-twenty five) using graded crushed stone aggregate 20mm (twenty millimetre) nominal size including form work upto any height including carriage of materials with in all leads, lifts and other incidentals or as per direction of Engineer in charge.

Supplying fitting and placing HYSD BAR reinforcement in Super structure complete as per drawing and technical specifications clause 1001 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 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.

Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to sepecified lines, grades, levels and dimensions. Excavated marerial to be used in embarkment with in all lead and lifts as per technical specification clause 307 and as per the direction of Engineer-in Charge

Hemant Kumar

PARMA NAND GOVT. CONTRACTOR

Dinesh Kumar Sharma Const. (P) Ltd

BHAGASIDH CONSTRUCTION and ENGINEERING PVT LTD

gopal sharma

Jai Singh