Public Works Department Tender

Cleaning the premix surface and laying seal coat type C with 6.7 mm nominal size grit (passing 9.5 mm sieve & retained on 2.36 mm nomianl sieve) and bitumen including heating the paint and grit upto required temperature and mixing including cartage of material at site, and including maintenance of side patries and watering them during operation of work complete as per specification and also including all labour, material T&P etc. required for proper completion of the work as directed by the Engineer-in-charges work .

Construction of un-reinforced, (Without dowel Bar) joined at expansion and construction joint only, plain cement concrete pavement, thickness of CC is less then 20 Cm., 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 appropiate weight batcher using approved mix design, laid in approved fixed side from 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 asper drawing and Technical Specification Clouse 1501 including Cost of Polythene Sheet and also including complete shifting of materials & Concrete etc. (M-30) S.I. No. Ch.-20 New Item 9(1)

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 the in 20 cm. Layers including ramming and dressing the surface to required levels and slops 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 30m distance as directed by the Engineer–in charge. S.I. No.253(a)

Excavation in foundation in soil mixed with mooram. Shingle, Kankar requiring the use of special tools and plant such as pickaxes, sables etc. including all lift and all lead including filling, watering and ramming of excavated earth into the trenches and disposal of suplus earth as directed by the Engineer-in-charge. (As per S.l. No. 251).

Providing and laying in cement concrete 1:4:8 (1 cement 4 coarse sand : 8 graded stone ballast 40mm nominal size) and curing complete, including supply of all materials, labour and T&P etc. required for proper completion of the work as per direction of E/I) S.I. No. 281

R.C.C. Work with cement approved coarse sand & 2 cm gauge approved stone grit in proportions of 1:1.5:3 in lintels of door & windows 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. SI No. 284

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 authorized overlapping shall be measured and including cost of binding wire. SI.No. 504 5 Year Maintenance aplicable for this work, as per letter No. 3689 lh0 @vkj0,e0 lh0 @ewy&23&24] fnaukd 17-02-2024