Public Works Department Tender

Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 A.By Manual Means Case - III : Type C (I) Bitumen (VG-10) (Including Cost of Bitumen (V G-10 )

CEMENT CONCRETE PAVEMENT(C.C ROAD) 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 maximun size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side from work (steel channel laying and fixing of 125 micron thick plastic sheet, wedges steel plates including levelling the form work as per drawing) spreading the concrete with shovels, rakes compacted using needle, screed and plate vibrators and finished in continuous opration including provision of contraction and expansion construction joints applying debonding strips primer, sealant admixtures as approved curing concrete slabs for 14 days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501.

Construction of embakment with approved Material Obtained from Borrow Pits with all lift upto 1.5 M, transporting to site, compacted to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

Construction of subgrade and earthen shoulders with approved Material Obtained from Borrow Pits with all lifts and leads, transporting to site, compacted to meet requirement of Tables 300.2 as per Technical Specification Clause 301.1

Excavation in foundation in mixed with moorum shingle kankar requiring the use of special tools and Plants such a pick axes subbals etc. Including lift upto 1.50 m and lead upto 30m 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 surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches by Hydraulic excavator/manual means. For Building/ Drain work only.

Providing and laying cement concrete in 1:4:8 (1 Cement : 4 Coarse sand : 8 graded stone aggregate 40 mm nominal size) including supply of all material, labour and T&P etc. required for proper completion of the work. In Foundation and floors.

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation-150 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)

Providing and laying cement concrete in 1:2:4 (1 Cement : 2 Coarse sand : 4 graded stone aggregate 20 mm nominal size) including supply of all material, labour and T&P etc. required for proper completion of the work. All work upto plinth level

12 mm cement plaster on brick work with cement mortar of mix (upto 10 mtr height from Ground level)(I) 1:3 (1 cement : 3 coarse sand)