Name of Work:- Okmz Ua0&22 Eks0 Mqxajiqj Esa Jh Lyeku Ds Edku Ls Jh Okfgn Ds Edku O Esu Jksm Rd B.Vjykwfdax Lm+D Dk Uofuekz.K Dk;Za
Sl. No.
Item Description
1
Earthwork in cutting or in embankment by manual mean in ordinary soil, excavation to be in the from of regular pits not exceeding1/2 meter (20\") depth and earth work in embankment to be in 20cm (8\") layers including ramming and dressing the surface to required level and slopes and also including 1.5 M(5\") lifts and 30M (100ft) lead.distanceas directed by the engineer-in-charge
2
Cement Concrete with 4cm gauge approved Stone ballast coarse sand and cement in proporation of 12:6:1 inculuding supply of all materail labour and T&P etc.required for proper completion.
3
M-150 brick work in 1:4 with one cement and four course sand mortar in foundation and plinth (Substructure) inculuding supply of all meterials,labour and T&P etc.reuired for proper complete of work.
4
12mm thick plaster in 1:4 with one part cement and four part of approved coarse sand mortar including supply of all material, labour and T&P etc. required for proper completion of work.
5
Cement Concrete with 4cm gauge approved stone ballast coarse sand and cement in proporation of 4:2:1 but with 2 cm gauge stone grit instead of 4cm gauge stone ballast including supply of all materials labour and T&P etc for proper completion of work.
6
R.C.C. work with cement approved coarse sand and 4cm gauge approved grit in proportion of 1:1.5:3 in slabs excluding supply of reinforcement and lits 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. supply of all material, labour and T&P etc. required for proper completion of work binding wire of supplied bu the contractor free of cost.
7
Supplying, fitting and placing un-coated HYSD bar Reinfrcement in foundation complete as per Drawing and Technical Specifications complete as per MORTH IInd Revision 2019 Specification 1600.
8
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
9
Supply & fixing innaurgation stone board including supply of all materials labour and T&P etc for proper completion of work.
10
ADD or Less Say Amount Please Enable Macros to View BoQ information
We takes all possible care for accurate & authentic tender information, however Users
are requested to refer Original source of Tender Notice / Tender Document published by
Tender Issuing Agency before taking any call regarding this tender.
