Muzaffarnagar Development Authority Tender

12 mm thick plaster with cement and corse sand of 2.75 FM in 1:4 over brick with minimum thickness not to be less than 1 cm including the supply of all materials, labour, tools and plants etc. required for proper completion of the work. SI No. 584(a)

S/laying murga jali 1"*2* size of 10 gauge wire

Construction of un-reinforced, dowel jointed at expansive and construction joint only, plain cement cincrete pavement, thickness any other type as per clause 1501.2.2(1:1.5:3) coarse and fine aggregated confirming to IS 383 maximum size of coarse aggregate and exceeding 25mm, mixed in a concrete mixer of not less than 0:2 cum capacity and appropriate weigth 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 framwork as per drawing), spreading the concrete with shovels. rakes, compacted using needle, screed and plate vibrators and finished in continuous operating including provision of contraction and expansion construction joins 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 compund(Where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501 including cost of polythene sheet and dowel bar and also including complete shifting of materials & concrete etc. (M-20) Same as above but when thickness of CC is less then 20 cm. (without dowel Bar) New item 9(1)

C/ sand & 20--40mm. S/grit I/c all at site.

Dismentaling of B.O.E S.I No. 10.30 New Item (3)

Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50M in depth and earth work in embankment to be in 20 cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5m lift and 30m 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 Engineer–in-charge. cartage of earth for filling from 8 KM distance. [SI No. 253(a)+261(b)+231(a)]

Brick soling with straight over brunt bricks laid flat and dry ( labour only ) including preparation of subgrade to prescribed camber , filling joints with local earth spreading a blinding coat 1 cm ( 3/8 " ) depth of local earth over the entire surface and including labour T & P etc.required for proper completion of the work. S.I No. 785

M-150 Brick on edge pavement on patries with bricks, laid dry joints filled with local sand including preparation of base to proper slope, and its ramming, spreading layer of 1 cm (3/8") depth of local sand over the subgrade and including supply of all materials, labour Tools & plants etc. required for proper completion of the work. S.I. No 763/2022

RCC work with cement, approved coarse sand, 2cm gauge approved stone grit in proportion of 1:1.5:3 for slabs excluding supply of reinforcement and its bending, but i/c its fixing and binding the same with 24 BWG GI binding wire and including necessary centering and shuttering etc. & i/c supply of all materials, labour, T&P etc. required for proper completion of work including cost of binding wire. Rate excludes making of drip course which shall be paid extra. SI No.284(a)/2022

M.S.(Tor steel or plain )in plain work such as RCC or RB work including bending for proper shape and inclding supply of steel and its wastage, bend, hooks and authorized overlapping shall be measured and including cost of binding wire.