Rural Engineering Department Tender

M-150 Class Brick works in 1:4 Cement & C/Sand mix mortar in Fdn and plinth including supply of all materials labour, Tools & plants etc. required for proper completion of the work complete as per SI-305a.

12 cm thick plaster with Cement and Coarse sand in 1:4 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. Complete all as per SI No 584(a)

Cement Concrete with 2 cm gauge approved stone grit, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.as per SI No 279 (a).

Construction of un-reinforced, plain cement concrete pavement, thickness as per disign, over a prepared sub base with 43 grade cement or any other type as per Clause 1501.2.2 (1:1½:3) coarse and fine aggregates confirming to IS 383 maximum size of coarse aggregate not exceeding 25 mm, 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 form work (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 as per norms, 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, curing compound (Where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 including Cost of Polythene Sheet and also including complete shifting of matrials & Concrete etc.(M-30).Without Dowel bar and thickness is not more than 20cm . Complete all as per SI new Item 9(1)

Construction of un-reinforced, plain cement concrete pavement, thickness as per disign, over a prepared sub base with 43 grade cement or any other type as per Clause 1501.2.2 (1:2:4) coarse and fine aggregates confirming to IS 383 maximum size of coarse aggregate not exceeding 25 mm, 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 form work (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 as per norms, 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, curing compound (Where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 including Cost of Polythene Sheet and also including complete shifting of matrials & Concrete etc.(M-15).Without dowel Bar thick is not more than 20 cm . Complete all as per SI No NI 8(1)

R.C.C. Work with cement, approved coarse sand & 2 cm gauge approved stone grit in proportions of 1:1.5:3 in Slab excluding supply of reinforcement and its bending, but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, Tools & plants etc. required for proper completion of the work including cost of binding wire. The rate excludes making of drip course which shall be paid extra. Complete all as per SI No. 284(A)

M.S. (tor steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage, bend, hooks, and authorised overlapping shall be measured and including cost of binding wire.complete all as per SI No .504

M.S. or iron work of small sizes and section.such as M.S. Grills / Stair case railing / gates / trusher/ racks etc. Including wastage etc. and their fixing required ior proper completion of the work.Complete all as per SI No 502A

S/F Information /sign board Made by MS Angle of 40x40x6mm and 1.00 mm thick MS Sheet with crossing support i/c all comp. at site.

Deductionf Cost of Ballast (M-150 or over burnt Brick Ballast) of 4.0 cm gauge As per SI No 2b ch01 page No 04