ROAD RESURFACING (2026-27) GRANT

NAME OF WORK:- ROAD REPAIRING/RESURFACING WORK AT DIFFERENT PLACES OF PRANTIJ

NAGARPALIKA AREA.

Description Quantity Unit Rate Amount

1 Box cutting the road surface to proper slope and camber for making 1.00 Cu.M. 107.97

a base for road work including removing the excavated stuff and

depositing on the road side slope as directed Engineer In-charge

2 Demolition including stacking of serviceable materilas and 1.00 Cu.M. 1071.12

disposal of unserviceable materials with all lead and lift. (i)

3 Dimolition and disposal of unserviceable materials with all lead and 1.00 Cu.M. 616.20

lift .(ii) unreinforcement cement concrete.

4 Dismentaling tiled of stone floors laid in mortar including stacking 1.00 Sq.M. 48.69

of serviceable materilas and disposal of unserviceable materials

with all lead and lift.

5 Providing and laying cement concrete 1:3:6 ( 1: Cement : 3- Coarse 1.00 Cu.M. 3064.60

Sand : 6- hand broken stone aggregates 40mm nominal size) and

curing complete excluding cost of formwork in

(A) Foundation & Plinth

6 Repairing Existing M.H. Chamber 1.00 Nos 1303.00

7 RCC precast M.H. Frame & Cover Manufacture, supply & Delivery at 1.00 Nos 2294.00

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

8 Providing and laying cement concrete M250 and curing complete 1.00 Cu.M. 4302.69

excluding the cost of formwork and reinforcement for reinforced

concrete work in ( A ) Foundation, footing, Base of Columns and

9 Providing & Laying M,S,Side Rail of road thickness with necessary 1.00 Sq.M. 138.72

nut bolt plates fixing as per width, 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.

10 Supplying premoulded bituminous joint 12 mm thiick 1.00 Sq.M. 548.31

11 Providing TMT Bar FE 500D reinforcement for R.C.C. work 1.00 Kg 76.52

including bending, binding and placing in position complete

upto floor two level

12 Carting of surplus earth.( 2.0 Km. Lead ) 1.00 Cu.M. 61.86

13 Preparing Surface by brushing with wire brushes for removing 1.00 Sq.M. 17.64

cacked mud etc. sweeping with brooms and finally fanning the

cleaned surface with gunny bags to remove all loose dirt etc

(II) Black top to surface(New)

14 Filling available excavated earth (excluding rock) in trenches. 1.00 Cu.M. 135.56

plinth, sides of foundations etc. in layers not exceeding 20 cm. in

depth consolidating each disposited layer by ramming and

15 Filling, Foundation & Plinth with murrum or selected soil in layers of 1.00 Cu.M. 291.47

20 cms thickness including watering , ramming and consolidation

16 Providing and fixing pre-cast Rubber Dye /steel Dye inter locking 1.00 Sq.M. 699.93

concrete block 60mm thick with grade of concrete M300 pnumatic

compressed / vibrated mechanically and as per approved design

Confirming to IS 15658 : 2006 including 35 mm Sand layer for

levelling and filling the joint with sand in proper line and level as per

guidlines of IRC : SP 63-2018 etc. Complete.

17 Re-fixing pre-cast Rubber Dye/ steel Dyeinter locking concrete 1.00 Sq.M. 322.81

block 60 mm thick with grade of concrete M300 pnumatic

compressed/ vibrated mechanically and as perapproved design

Confirming to IS15658:2006 including 35mm Sandlayer for levelling

and filling the joint with sand in proper line and level as per

guidlines of IRC : SP 63-2018 etc. Complete.Note Reduced Rate for

Re-fixing Paver Block M-300. Rate of supplying Rs 390(R&B SOR

2024-25, Item No-967, Code-M910) deducted fron SOR Rate. So

18 Labour charges for repairing of leakage in PVC pipe line of following 1.00 No 838.00

diameter at different places including necessary excavation

manually or by mechanize excavation, dewatering, removing of

mud, cleaning of pipe and leakage portion, cutting the pipe line and

removing piece of pipe from trench with incl. of mechanical deviced

JCB, Hydra/ crane if necessary and labours required with providing

material such couplers, solution etc. comp. (inclu. all materials)-90

19 Labour charges for repairing of leakage in PVC pipe line of following 1.00 No 978.00

diameter at different places including necessary excavation

manually or by mechanize excavation, dewatering, removing of

mud, cleaning of pipe and leakage portion, cutting the pipe line and

removing piece of pipe from trench with incl. of mechanical deviced

JCB, Hydra/ crane if necessary and labours required with providing

material such couplers, solution etc. comp. (inclu. all materials)-110

20 Labour charges for repairing of leakage in PVC pipe line of following 1.00 No 1629.00

diameter at different places including necessary excavation

manually or by mechanize excavation, dewatering, removing of

mud, cleaning of pipe and leakage portion, cutting the pipe line and

removing piece of pipe from trench with incl. of mechanical deviced

JCB, Hydra/ crane if necessary and labours required with providing

material such couplers, solution etc. comp. (inclu. all materials)--160

21 Providing and laying spreading and compacting graded stone 1.00 Cu.M. 958.56

aggregate to wet mix macadam 150 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.