Public Works Department Tender

Struck pointing with cement mortar consisting of 1 part cement and 2 parts of fine sand of 1.25 Fineness modulus. as per direction of E/I including cost of all material, labour, royalty, T&P and all other taxes as applicable but excluding cost of GST.

20mm thick Open-Graded Premix Carpet using Bitumen VG-10 @ 1.46 kg/sqm Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 static roller capacity, finished to required level and grades as per Technical Specification Clause 508. Case-I By Manual Means (I) Bitumen (S-90). as per direction of E/I including cost of all material (including bitumen), labour, royalty, T&P and all other taxes as applicable but excluding cost of GST.

Supplying, fitting and placing with MS bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 including bending for proper and necessary completion of the work and including supply of steel and wastages, bends, hooks and authorised overlapping shall be measurised as per direction of Engineer-in-charge. as per direction of E/I including cost of all material, labour, royalty, T&P and all other taxes as applicable but excluding cost of GST.

Providing & fixing of informatory signs board Size 900x1200mm supported on a mild steel single angle iron post 75x75x6 mm firmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 45x45x60 cm.,below ground level as per approved drawing, complete. as per direction of E/I including cost of all material, labour, royalty, T&P and all other taxes as applicable but excluding cost of GST.

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 M 30(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, laying and fixing of 125 micron thick polythene film, 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 construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and finished with Power Trowel Cum Floter-Trimix Flooring Machine. Technical Specification Clause 1501. as per direction of E/I including cost of all material, labour, royalty, T&P and all other taxes as applicable but excluding cost of GST.

Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. as per direction of E/I including cost of all material, labour, royalty, T&P and all other taxes as applicable but excluding cost of GST.

Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M.in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M. distance as directed by the Engineer incharge. excluding Royallity. Wherever applicable for small work or Abadi area. (Where machine can not reach/move) as per direction of E/I including cost of all material, labour, royalty, T&P and all other taxes as applicable but excluding cost of GST.

12 mm thick plaster with cement and coarse sand of 2.20 fineness modules in 1:3 over brick work minimum thickness not to be less than 1cm. including supply of all materials, labour, tools & plants etc. required for proper completion of the work. as per direction of E/I including cost of all material, labour, royalty, T&P and all other taxes as applicable but excluding cost of GST.

Providing, laying, spreading and compacting stone aggregates of specific sizes Grading III 53 mm to 22.4 mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 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 3 as per Technical Specification Clause 405. (B) By Mechanical Means. as per direction of E/I including cost of all material, labour, royalty, T&P and all other taxes as applicable but excluding cost of GST.

Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplusearth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine can not reach/move). as per direction of E/I including cost of all material, labour, royalty, T&P and all other taxes as applicable but excluding cost of GST.

First class Brick Work in 1:3 cement & coarse sand 2.20 F.M. mortar in foundation and plinth including supply of all materials, labour and T&P etc. requried for proper completion of the work. as per direction of E/I including cost of all material, labour, royalty, T&P and all other taxes as applicable but excluding cost of GST.

Proiding & Laying RCC Hume Pipe NP-3 (S&S type) ISI Mark/prestressed concrete pipe for culverts on first class bedding of granular material including fixing of joints in either side of hume pipe 2.50m long with juit & cement mortar 1:2 excluding excavation, protection works, bakfilling, concrete & masonry works in head walls and perapets etc. required for proper completion of the work. as per direction of E/I including cost of all material, labour, royalty, T&P and all other taxes as applicable but excluding cost of GST.