Nibhada Patthar repairing and New Nibhada Patthar work at Kankaria area Uttamnagar Area and Other Different Chawls at Maninagar ward South Zone

tipper to site, laying in uniform layers in sub- base /

base course on well prepared surface and

compacting with vibratory roller to achieve the

desired density as per Codal Provision.

a 124.88 Production & Supply of WMM 1975 Cum

b 124.88 Laying of WMM 35 Cum

Providing and Laying of Rubber Moulded Paver Block

Grey/Coloured 60 mm thick, M-35 Grade of any size ;

shape (Usually Uni-Paver Blocks) using black trap good

quality aggragate of 20 mm nominal size for footpath,

parking areas, service lanes and other areas as

mentioned in the drawing / instruction of engineer in

charge. Cost includes formworks using rubber mould,

Rate providing and laying paver blocks as per required

grading and specification. The paver block shall be

mechanically compacted. The work of paving blocks

shall be executed in line and level by skill mason of

flooring work only. It should be laid in such a way that

the no cutting of the paver block to be necessary. if

cutting of paver block necessary then it should be cut by

machine only and carting. The finished surface of the

paver block shall have resonably good, plain finished.

Paver blocks shall be compacted and shall be relaid if

necessary. Gravel or such type of materials shall not be

allowed for production. Laying on 5 cms thick sand

Supplying and fixing of 300 mm-L x 150 mm-B x

mm-H Kerb block for Footpath in M-20 grade using

mm nominal size black trap aggregate of Sevaliya/Timba

or equivalent quality for pre-cast blocks, reasonably

exposed finish/ formwork , mould with well equipped

with vibratory system for kerb stones of approved

design including curing, etc. complete, including the

cost of formwork etc. complete. The rate shall also

7 include necessary cutting of asphalt, fixing the Kerb

stones in line and level on 5 cm thick sand bedding with

necessary equipments and materials. The rate shall also

include the flush pointing in CM (1:3) for all joints of the

kerbstones. Filling of zari alone the sides of the kerb

stone fixed with Bituminous concrete mixed in proper

position as directed by Engineer in change to form a

portable mixture. In any case Gravel or such type of

materials shall not be allowed for production.

a 50 a) Laying on 5 cm thick Sand Bedding 350.89 RMT

Providing, supplying and fixing precast C.C. blocks (M-

20) edge kerb having size of 75 x 300 x 300 mm depth

8 200 and as per design conveying it to the site, jointing into 195.54 rmt

C:M 1:3 and racking out the joints incl. necessary

excavation of asphalt, soil etc..completed.

Supplying & Fixing Nimbhada ladi 37 to 50 mm thick for

walk way covering the activity of excavation, ramming,

9 578 laying on sand bedding as per requirement to fix the 236.60 Smt

Nibhada stone in Line & Level with cement pointing in

cement mortar 1:2 etc complete as directed.

Repairing damaged M.H. and rasing M.H. up to road

level incl. removing damaged brick work and repairing

by brick masonry in C.M. 1:5 and plaster in C.M. 1:3 and

fixing C.I. steps and existing MH sheet cover, removing

the debris from MH and carting the same as directed.

(Based on Drainage SOR 200910)

a 50 (A) up to 0.15 mt. (@ Two Coarse) 728.82 No.

b 50 (B) up to 0.35mt. (@ Four Coarse) 1,155.44 No.

Labour work for fixing interlocking blocks / any kind of

pavement on up to 50 mm th sand bedding, levelling,

watering and fixing in line & level as well cleaning the

site etc.comp. as directed. SOR-2016