SJMSVY-UDP-88-(2024-25) GRANT

Name Of Work : CONSTRUCTION OF R.C.C. ROAD FROM ULAI MATA MANDIR TO POYDA GAM AT

TALOD NAGARPALIKA .

Schedule-B1 :CONSTRUCTION OF R.C.C. ROAD FROM ULAI MATA MANDIR TO POYDA GAM AT TALOD

Sr. No. Description Quantity Unit Rate Amount

1 Clearing and grubbing road land including 0.29 Hectare 34796.29

uprooting rank vegetation grass

bushes,shrubs,sapling and trees girth up to

mm removal of stumps of trees cut earlier and

disposal of unserviceable materials(D) By

mechanical means in area of thorny jungle

2 Dewatering by pumping set of required capacity 12000.00 Hp/Hr. 21.07

including temporary platform carting

pumping at site and fixing the same in position

including all accessories, and fuel and

labour etc. Complete-Pump set of Capacity

3 Filling, Foundation & Plinth with murrum or 3132.00 Cu.M. 294.39

selected soil in layers of 20 cms thickness

including watering , ramming and consolidation

4 Box cutting the road surface to proper slope and 315.00 Cu.M. 109.05

camber for making a base for road work

including removing the excavated stuff and

depositing on the road side slope as directed up

to 50 meters lead.

5 Demolition and disposal of unserviceable 210.00 Cu.M. 622.37

materials with all lead and lift.(i) Lime concrete.

6 Carting of surplus earth (2.0km. Lead ) 315.00 Cu.M. 62.48

7 Supplying of crushed black stone metalchipping 1260.00 Cu.M. 1205.93

etc. of hard stone of 50 mm size and 10mm to

12mm free of disintegrated piecesdeletarious and

organic matter ( for Bitumen surface dressing etc.

) and grading as per I.R.C. Code. and Spreading the

stone aggregate for rolling and W.B.M. including

filling the interstices to required camber and

gradient and Rolling and consolidation of soling

including filling in depression which occur during

the process, with power roler 8 tonne to 12 tonne.

8 Providing and laying spreading and compacting 756.00 Cu.M. 1045.49

graded stone aggregate to wet mix macadam

mm thick as per MORT&H specification including

premixing the material with water at OMC in

mechanical mix plant, carriage of mixed ma anal

by tippers to site, laying in uniform layers with

paver in sub base/ base course on well prepared

surface End compacting with vibratory roller to

achieve the desire density.

9 Providing and laying cement concrete 1:3:6 (1- 691.20 Cu.M. 3095.25

Cement : 3- coarse sand : 6- hand broken stone

aggregates 40 mmnominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth

10 Repairing Existing M.H. Chamber 5.00 Nos 1317.53

11 RCC precast M.H. Frame & Cover Manufacture, 5.00 Nos 2316.94

supply & Delivery at store or at site of work

precast RCC M.200 Frame & cover suitable to

drainage M.H. and as per type design & Drawing

including cost of reinforcement M.S. Angles or

Flat, curing mold work etc. Heavy duty (1.) Frame

suitable for 50cm opening of MH (2.)Cover

suitable for 50cm opening of MH

12 Providing and laying controlled cement concrete 864.00 Cu.M. 4345.72

M.250 and curing complete excluding the cost of

formwork and reinforcement for reinforced

concrete work in (A) Foundations, footings, Base

of columns and Mass concrete.

13 Providing & Laying M,S,Side Rail of road thickness 4320.00 Sq.M. 139.38

with necessary nut bolt plates fixing as per width,

applying 4.50 kg / Sq.Mt. meatalic hardner

applying plate vibrator,electric or diesel in

channel.Comp. with V.D. system (Trimix) by using

the all necessary equipments & materil &

machinery,such as running screed vidrator on

prelaid M.S.channel for levelling vaccum pumps,

floating & power trovelling etc.Compl.

14 Supplying premoulded bituminous joint filter 12 172.80 Sq.M. 553.80

15 Providing TMT Bar FE 500D reinforcement for 12960.00 Kg 77.29

R.C.C. work including bending, binding and

placing in position complete upto floor two level

16 Labour charges for repairing of leakage in PVC

pipe line of following diameter at different places

including necessary excavation manually or by

mechanize excavation, dewatering, removing of

mud, cleaning of pipe and leakage portion, cutting

Total ( B1 ) :-