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Sl. No.
Item Description
1
Dismantling cement concrete or brick or granolithic floors/interlocking including base concrete and including stacking of dismatled materials as directed by the Engineer-in- charge with in a distance of 60 meter (200 feet). S.I. No. 697. Interlocking Road
2
Disposal of dismentling C.C. road/Interlocking material with cartage upto distance 5.00 km i/c loading and unloading including supply of all material,labour and T&P etc.required for proper completion of work. As per S.I. No. 231(a).
3
M-150 brick work in 1:5 with (one cement and Five course sand mortar) in Superstructure i/c cutting necessary and moulding of brick inculuding supply of all meterials,labour and T&P etc.reuired for proper complete of work.
4
12mm thick Plaster in 1:3 with (one part of cement and three part of approved fine sand of finance modulus 1.25 including supply of all material ,labour and T&P etc.required for proper completion of work
5
Construction of embankment with approved material obtained from borrow pits with all lifts and 2 km leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (Chap 3 Sr. no 3.16)
6
WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
7
Supply & fixing 80 mm thick Precast cement concerete I-Shape interlocking paver block a with top layer of minimum 8 mm thickness having plan dimension 200x(160+120mm) of O.P. cement, smooth high gloss finish, skid reditant. Manufactured from rubber moulds through vibro compression machanism the compressive strenght of concrere paver block shall not be less than 30MPA (M-30) and wight 5KG per no confirming to IS 15658-2006 with a 4 cm thick layer of fine sand including cost of material, labour, T&P Taxes etc. requried for proper completion of the work as directed by Enginner-in-charge.(1) Gray color (Chap 23 Item 5)
8
R.C.C. Work with cement approved coarse sand and 2cm. gauge approved stone grit in proportion of 1:1.50:3 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 meterials, labour and T&P etc. required for proper completion of work. Binding wire of supplied by the contractor free of cost. as per S.I. No. 284 of Ch. 5.
9
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications complete as per MORTH IInd Revision 2019 Specification 1600.
10
Deduct cost of old paver block 25000x18
11
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