C/O Sari to Garli Road (Lower gali) Km 0/0 to 3/990

Amount

Earth work in excavation in all kinds of soil for structure 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 any lead and dressing of sides and bottom and back filling in trenches with excavated suitable material The rate is includes of octroi, royality, Malkana, toll tax , sale tax or other taxes imposed by the Government.Malkana, toll tax , sale tax or other taxes imposed by the Government.

Providing and laying 1:5:10 (One cement : five sand : ten graded stone aggregate 40mm (Forty millimetre nominal size) concrete for plain concrete in open foundations complete including form work as per drawing and technical specification clauses 802, 803, 1202 and 1203. The rate is includes of octroi, royality, Malkana, toll tax , sale tax or other taxes imposed by the Government.Malkana, toll tax , sale tax or other taxes imposed by the Government.

Providing weep holes in block masonry/ stone masonry/ plain reinforced concrete abutments wing wall, return wall with 100mm PVC pipe extending through the full width of the structure with slope of (V) : 20 (H) towards drawing face complete as per drawing and technical specifications clause 614, 709, 1203.3.7. The rate is includes of octroi, royality, Malkana, toll tax , sale tax or other taxes imposed by the Government.Malkana, toll tax , sale tax or other taxes imposed by the Government.

Back filling behind abutment, wing wall and return wall complete as per drawings and technical specification Clause 1204.3.8. Granular material. The rate is includes of octroi, royality, Malkana, toll tax , sale tax or other taxes imposed by the Government.Malkana, toll tax , sale tax or other taxes imposed by the Government.

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 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.

Providing and laying 900mm dia (Nine hundred millimetre) 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 work, back filling, concrete and masonry work in head walls and parapets Clause 1108 including carriage of materials with in all leads, lifts and other incidentals.

Stone soling properly hand packed filling interstices with Kharanja stone and consolidating with power road rollar to the requested gradient and comber including spreading watering and rolling of binding material moorum or earth etc. complete as per HPPWD. specification.100mm spread thickness (finished work including materials and labours). The rate is includes of octroi, royality, Malkana, toll tax , sale tax or other taxes imposed by the Government.Malkana, toll tax , sale tax or other taxes imposed by the Government.

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound ( where specified ) and wa ter finishing to lines and grade as per drawing and Technical specification clause 1501.

INDIVIDUAL