Name of Work:- Improvement Of Foothpath From Anverganj Post Office To Hanuman Mandir Ward-32 Zone-01
Sl. No.
Item Description
1
Dismentling of damage interlocking including stacking dismental material with in 60m distence etc all comp.
2
Earth work in excavation means (hydraulic )excavator/manual means in foundation trenches are drains (not exceeding 1.5 mtr in width or 10swm on plan ), excavation soil and disposal off sarface exavated soil as directed , within lead of 50 m.including dressing of side and ramming of bottoms, lift up to 1.5 m, including getting out the all kinds of soil.
3
E/W in Surface Excavation no exceeding 30 cm in depth but ecceeding 1.5 m width as well as 10 sqm on plan including getting out and disposal of excavated earth up to 50m and lift up to 1.5 m as directed by the engineer in charge; etc all comp.
4
Construction of G.S.B Etc all comp.
5
M-150 b/w with 1:4 cement & C.sand mortar etc all comp. Super structure
6
construction of a chamber .60x.60x.9 etc all comp.
7
construction of gully pit as per knn design .60x.60x.75 etc all comp.
8
Cartage of earth and dismental material upto 3.00km including loading unloading etc all comp.
9
R/l main hole up to requred level etc all comp.
10
Supply/fixing and Jointing RCC hume pipe 250mm dia etc all comp.
11
Supply and fixing manhole Rcc coller etc all comp.
12
Supply and fixing manhole cover including all labor material T&P etc all comp.
13
p/l of 80mm thick rubber moulded interlocking tiles etc all comp.
14
providing and laying and fixing kerb stone drain etc all comp.
15
Providing & laying in position M-30 grade ready mixed plain cement concrete with cement content as per approved design mix and manufactured in fully automatic batching plant and transportes to site of in transit mixer, and manufacture as per mix design of specified grade for plain cement concrete work , including pumping of RMC from transit mixer to site of laying and cunning, including cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS 9103. DSR 16.43.2
16
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