Construction of Patikari Bhara Shill Kashimlidhar road including motorable bridge over Bakhali Khad Km 0/000 to 17/500 under NABARD RIDF XXVI

Amount

Excavation in soil in Hilly area by mechinical means in all kinds of soil such as a pick work , jumper work , blasting work both in soft and hard rock with chiesling / wedging out rock (where blasting is prohibited ) and other intermediate classification of soil including cutting and trimming of site slopes and disposal unserviceable material by mechnical transport and stacking the serviceable/ useful material on the road berms as per technical specification clause 1603.1, 1603.2 or muttams shall be left at suitable place as directed by Engineer- in - Charge and shall be removed only after attaining the formation level and after final checking of Engineer-in- Charge. The work shall be executed in workman like manner and avoid any damaged to the private / Govt. property in the vicinity of work site , if any damage occurs to any property during the course of execution shall be the absolute responsibility of the contractor , which shall have to be duly compensated by him in all cases. The recovery for useful stone 18922.31 cum @ 300 per cum to Rs. 56,76,693/- shall be done on prorata basis for the quantity of cutting in earth work effected including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge.

Earth work in excavation for foundation of structure up to any depth as per Drawing and Technical Specification clause 305.1 including setting out construction of shoring and bracing removal of stumps and other deleterious material and disposal upto any lead Dressing of sides and bottom and back filling with excavated suitable material. including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge.

Providing and Laying concrete for plain/ reinforced concrete in open foundations complete as per drawing and HP PWD technical specification in P.C.C. 1:6:12 (one cement : six sand : tweleve graded stone aggregate 40mm (fourty millimeter nominal size) including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge.

Providing and Laying Cement Concrete 1:5:10 (one Cement : five Sand : ten graded stone aggregate 40mm (fourty millimetre nominal size) , and curing complete including the cost of form work for plain reinforced concrete in treaining walls, breast walls, as per drawing and HPPWD Technical Specifications. including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge.

Plain cement concrete 1:4:8 (one Cement : four Sand : eight graded stone aggregate 40mm (fourty millimetre nominal size) in levelling course below open foundation complete as per drawing and technical HP PWD specification including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge.

Plain cement concrete (M10) 1:3:6 (one Cement : three Sand : six graded stone aggregate 40mm (fourty millimetre nominal size) nominal mix in levelling course below open foundation of Head walls as per Drawing and Technical Specification Clause 1109. including carriage of material with in all leads lifts and other incidentals and as per the direction of the Engineer-in-Charge.

Providing and laying of boulder apron laid in wire crates with 4 mm (four millimetre) dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm (one hundred millimetre into one hundred millimetre mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg (twenty five millimetre) each as per drawing and technical specifications Clause 1301 including carriage of material with in all leads and lifts other incidentals and as per the direction of the Engineer-in-Charge.

Providing and laying reinforced cement concrete in super structure as per drawing and technical specifications clause 1401.4 RCC (M-25) 1:1,5:3 (One cement: one point five sand: three graded stone aggregate 20mm (Twenty millimetre nominal size)) up to any level including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge.

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 1404.2 including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge.

Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm (twenty millimetre) nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, (one in five hundred) centre-to-centre spacing between vertical posts not to exceed 2000 mm (two thousand millimetre) as per drawing and technical specifications Clauses 1404.3.3 including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge.

Supplying, fitting and placing TMT BAR reinforcement in super structure complete as per drawings and technical specifications clause 1001 including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge.

Providing and Laying reinforced cement concrete Pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortor 1:2 (one cement : two sand) but excluding excavation, protection work, back filling, concrete and masonary work in head walls and parapets Clause 1108. RCC Hume Pipe 900mm dia NP3 including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge.

Construction of unlined surface drain of average cross-section area 0.40 sqm (Zero point four ziro square metre) in soil to specified lines grades levels and dimensions as per drawing and technical sepecfication cloause1606.1 Excavated materials to be used in enbankment including carriage of material with in all leads and lifts other incidentals and as per the direction of the Engineer-in Charge.

Providing weepholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm (Hundred millimetre) dia PVC pipe extending through the full with of the structures with slop of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1206.6 including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge.

Back filling behind abutment, wing wall and Return wall complete as per drawings and technical specification clause 1206.3 (a) Granular material. including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge.

Vijay Kumar Sharma

Nveen Sharma

Bhupinder Paul Mahajan

M/S STRIKER & BROS

AJAY PATHANIA

P K Construction Shimla Pvt Ltd