Public Works Department Tender

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 5.12-510. Including Cost of Bitumen.

Construction (E/W in cutting/Filling of Patri) of Subgrade and earthen shoulders with apporved material obtained from borrow pits with attl ifts and leads transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.2 with a lead upto 1000 m as per Tecnical Specification Clause 303.1

Construction (E/W in cutting/Filling of Patri) of subgrade and earthen shoulders with approved material obtained from boeeowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2 (Carted 3.00 Km)

Construction of un-reinforced, dowel jointed at expansion and construction joint only, 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, 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 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 water finishing to lines and grade as per drawing and Technical Specification Clause 1501

Excavation for Road way in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification clause 302.3

Concrete with 4cm(1½"). Gauge brick ballast, fine sand of 1.25 fineness modulous and cement in proportion of 8:4:1 in foundation and under floor, including supply of all material Iabour and T&P etc.required for proper completion of the work. SOR 275

First class brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. SOR 305

12 mm thick plaster with cement and approved coarse sand in proportion of 1:4 over brick work minimum thickness not to be lass than 10 mm thick including supply of all materials, labours and T&P etc. required for proper completion of the work. SOR 584

2 CM 3/4" thick damp proof coarse with cement and. approved coarse sand 1:2 and including water proofing materials as ordered by the Engineer-in-Icharge in the proportion as specified by the manufactuers including supply of all materials, labour and T&P etc. required for proper completion of the work and including proper curing and shuttering as necessary. SOR 360

Cement concrete with 4 cm. (1½") gauge approved stone, ballast, approved coarse sand and cement in the proportion of 3:1.5:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. SOR 279(i)

R.C.C. work with cement approved coarse sand and 2 cm (3/4") gauge approved stone ballast in the proportion of 1:2:4 in slab excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.l. binding wire and includuing Necessary centering and shuttering etc.and also including supply of all materials, labour and T&P etc. required for proper completion of the work. Binding wire cost being included in the item. SOR 284

Supplying, fitting and placing TMT bar reinforcement in super sturcture complete as per drawings and technical specifications Clauses 1000 and 1202

Supply and Fixing of M.S. informatory board wide up of 75x75x5mm angle iron (vertical post length 1.95mtr), 40x5mm flat cross angle 1mm thick ms sheet (0.90x0.90 sqm) including exavation of pit (0.45x0.45x0.60 cum), CC1:5:10 cement fine sand and Brick Balast 10cm thick, and cc 1:2:4 cement course sand & 20mm grit (0.45x0.45x0.60 cum), Two coat painting latter writing up to 2.5cm size (225 no)etc complete as per Engineer-in-incharge