SJMMSVY UDP-88 GRANT (2025-26)

Qty DESCRIPTION OF ITEM Rate Unit AMOUNT

Clearing and grubbing road land including uprooting rank

vegetation grass bushes,shrubs,sapling and trees girth up to

1 0.02 mm removal of stumps of trees cut earlier and isposal of 80243.79 hect

unserviceable materials (C) By mechanical means in area of light

Excavation for foundation upto 1.5 m depth including sorting out

and stacking of useful materials and disposing off the excavated

2 195.00 stuff upto 50 Meter lead.(A) Loose and Soft Soil 117.08 Cu.M

Excavation for foundation for depth from 1.5 m to 3.0 m including

sorting out and stacking of useful materials and disposing off the

3 180.00 excavated stuff upto 50 Meter lead.(B) Dense or Hard soil 162.38 Cu.M

Excavation for foundation for depth from 3.0 m to 5.0 m including

sorting out and stacking of useful materials and disposing off the

excavated stuff upto 50 Meter lead.(B) Dense or Hard soil

Extra for additional depth more than 5.0 m for excavation for

foundation including sorting out and stacking of useful materials

5 1000.00 and disposing off the excavated stuff upto 50 m lead.(B) Dense or 195.34 Cu.M

Hard soil (172.50+20.91)

Provinding and Laying PP non- Wovengeotextile PR(200 gsm) or

Equivelent over the Prepared surface as per Specification

6 220.00 including stitching with overlap to design profile as directed in 77.53 smt

tidal range etc. Complete (As per Market Rate)

Provinding and Placing in position mechanically Douly twisted

highly galvanized or zink + With PVC Coating 'GABIONS" of Size

1M x 1M x 1M Made of Mesh Size 10 x 12 cm Wovwn Wire

Including Provinding and Laying Stones Of Size not less than 25 kg

7 510.00 in the gabions and arranging the same as instructed in the 3451.17 no

breached section or such other location /structure ,Etc.Complete

incl dressing the slop ,minor earth filling.

Filling available excavated earth (excluding rock) in trenches.

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

depth consolidating each disposited layer by ramming and

Qty DESCRIPTION OF ITEM Rate Unit AMOUNT

Providing and laying controlled cement concrete M.250 and

curing complete excluding the cost of formwork and

9 1.50 reinforcement for reinforced concrete work in(B)Walls, from top 4168.93 cmt

of foundation level upto floor two level

Total Amount With GST

Total Amount With GST

Add 2% Contigency charge

Add 1% Q.C charge