Repair of link road to Sheed Anil Kumar House in G.P. Thana Khas Km 0/000 to 1/000 in Distt Kangra (HP)

Amount

Excavation in hilly area in all heights and depths and in all kind of soil by manual/mechanical means including saturated soil comprising of ordinary soil, soft rock, hard rock, chiseling, wedging out of rock (where blasting is prohibited) and their intermediate classification of soil, setting out true to the required lines, grades, cutting and trimming of side slopes and level as shown in the drawing and as directed by engineer-in-charge at site according to the MORD technical specification clause 302, 1603.1 and 1603.2 and sorting out useful materials and stacking the same in all leads and lifts in acquired width of road and transportation of un-useful material for filling in road ways, camber, embankments for grade improvements and disposal of all surplus material to required width of the road or on approved dumping sites through all modes of transportation including head load or animal transport or mechanical means along with its leveling, fine dressing and carriage of machineries, materials, tools, equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour if required. Recovery of stone to the tune of 16.33 cubic metres quantity at the rate of 300/- per cubic metre shall be effected from the contractor's running bills on pro-rata basis as per actual quantity executed. Any loss to the public, private property during the course of execution shall be the absolute responsibility of the contractor, which shall have to be compensated by him in all cases.

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material, including entire carriage of materials within all leads, lifts and other incidentals.

Providing and laying concrete for plain/reinforced concrete 1:3:6 (One cement: three sand: Six graded broken/crushed stone aggregate 20mm(Twenty millimeters) nominal size in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 and 1203 PCC grade M-10 (M-ten) including entire carriage of materials within all leads an d lifts and other incidentals.

Providing and laying cement concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 & 1204 M-15 (M-fifteen) in 1:2.5:5 (One cement: Two and half sand Five graded crushed/broken stone aggregate 20mm) (Twenty millimeters) nominal size as per direction of Engineer–Incharge including entire carriage of material within all leads, lifts and other incidentals.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (1:6:12) (One cement: six sand: twelve graded broken/crushed stone aggregate 40mm (Forty millimeters size) including entire carriage of materials within all leads, lifts and other incidentals.

Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 1:5:10 (One cement: Five sand : Ten graded/crushed stone aggregate 40mm (forty millimeter) nominal size) including entire carriage of materials within all leads and lifts and other incidentals.

Providing and laying 900mm (Nine hundred) diameters reinforced cement concrete pipe NP2 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 excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1108, as directed by the Engineer-Incharge including carriage of materials within all leads, lifts and other incidentals.

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specifications clauses 614, 709, 1204.3.7 including entire carriage of materials within all leads and lifts and other incidentals.

Backfilling behind abutment, wing wall and return wall complete as per drawings and technical specification Clause 1204.3.8, including entire carriage of materials within all leads, lifts and other incidentals.

Excavation in earth work in all classification of soil for filling in for marshy soil, for the purpose of making embankments, back filling etcetera as per technical specification Clauses 305.3.9. filling shall be done with approved material in layers not exceeding 150mm ( one hundred fifty maillimetres) compacted thickness. The compaction shall be done with suitable equipment approved by the Engineer-in-Charge after necessary watering so as to achieve the required density as directed by the Engineer- Incharge, including carriage of materials within all leads, lifts and other incidentals.

Providing and Laying of Interlocking Concrete Block Pavements having thickness 80mm (Eighty milimetres) as per drawings and Technical Specification Clause 1504 including 4mm thick (Four millimetres) thickess complete and as per IRC SP-63-2004 & IS 15658 as per the instructions of the Engineer-Incharge within all leads, lifts of materials and other incidentals.

Providing and laying concrete for plain un-reinforcement concrete in open foundation complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 PCC Grade (M-20) (M-twenty) nominal mix 1:2:4 (One cement: Two sand: Four graded/crushed stone aggregate) 40mm (Forty millimetres) thickness and as directed by the Engineer-Incharge including carriage of materials within all leads, lifts and other incidentals.

Sandeshran govt contractor

Bhag Singh

AMAN GORLA

DILWAG SINGH GOVT. COT.