Public Works Department Tender

Providing and laying seal coat by Manual means with Bitumen 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. (including cost of bitumen) (The rate are excluding G.S.T. which will be paid extra as applicable)

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, (The rate are excluding G.S.T. which will be paid extra as applicable)

Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not not exceding 0.50 mt. in depth and work in embankmet to be n 20 cm. layers includding ramming and dressing the surface to required level and slope and also including 1.5 mt. lift and 30 mt. lead as per SL. No.253 detailed specification & direction of E/I. for Making Shoulders. (The rate are excluding G.S.T. which will be paid extra as applicable)

Excavation in foundation in ordinary soil (Loam clay or sand ) including lift up to 1.50 m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and sides removal and disposal of surplus earth as directed by the E/I up to the distance of 50 m from the foundation of the trenches or into the plinth and foundation trenches (S.I.No 251) in. (The rate are excluding G.S.T. which will be paid extra as applicable)

Cement concrete with 4.0 cm gauge approved stone ballast course sand and cement in proportion of 1:2:4 including supply all materials, labour,tools & plants etc.required for proper completion of the work as pre (S.I.No 280). (The rate are excluding G.S.T. which will be paid extra as applicable)

M- 150 brick work in one cement and Three coarse sand mortar in foundation and plinth including supply of all materials, labour,tools and plants etc.required for proper completion of the works.(S.I.No 307+309). (The rate are excluding G.S.T. which will be paid extra as applicable)

R.C.C work with cement approved coarse sand and 2cm gauge approved stone grit in proportion of 1:2:4 IN SLAB excluding supply of reinforcement and its bending but including its fixing and bind the same with 24B.W.G.G.I. Binding wire and including necessary centering and shuttering etc.and supply of all materials,labour tools and plants etc.required for proper completion of the work including cost of binding wire. The rate excludes making of drip coarse which shall be paid extra.(S.I.No.284A) (The rate are excluding G.S.T. which will be paid extra as applicable)

Same as above item N0-5 but in slab work as S.I. No 284.A cement concrete ratio 1:1.5:3 (The rate are excluding G.S.T. which will be paid extra as applicable)

M.S. (for or 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 and its wastage bend, hooks and authorized over lapping shall be measured and including wire(S.I.No504). (The rate are excluding G.S.T. which will be paid extra as applicable)

Struck pointing with cement mortar consisting of 1 part cement and 2 part of fine sand of 1.25 fineness modules (S.I.No 17.12-b) (The rate are excluding G.S.T. which will be paid extra as applicable)

Cement concrete with 2cm gauge approved stone ballast, coarse sand and cement in proportion of 4:2:1 (For wearing coat) including supply of all materials, labour,tools and plants etc.required for proper completion the work (S.I.No 284(A) ) (The rate are excluding G.S.T. which will be paid extra as applicable)

Dewatering of water from trenches during the construction of culvert. (The rate are excluding G.S.T. which will be paid extra as applicable)

Earth work in cutting in embankment in ordinary soil (Loam,Clay or sand) excavation to be in the form of pit not exceeding 50 cm in depth and earth work in embankment to be in 20 cm layers, including the ramming & dressing the surface to required levels and slops and also including 1.50 meter lift and 30meter lead. the earth from cutting to be used in making embankment or to be deposited as spoil bank within 30m distance as direction by the Engineer incharge.Excluding royality (The rate are excluding G.S.T. which will be paid extra as applicable)

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications (The rate are excluding G.S.T. which will be paid extra as applicable)