CONSTRUCTING PROTECTION WALL AT AMRUTALAY VILLAGE UMARSADI TA: PARDI, DI:VALSAD

BILL OF QUANTITIES

NAME OF WORK: - Constructing Protection wall At Amrutalay Village : Umarsadi Ta:

Pardi, Di:Valsad

Item Description of Item (with brief Specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

Item No.1 Excavation for foundation in all sorts of soil

including yellow, sandy, gravelly soil, soft & hard

murrum, etc. dry condition including depositing the

1 excavated stuff in uniform layers in banks or as directed 1502.000 CM. 86.10

etc. complete for lead uo to 1.0 Km and all lifts. (By

Item No.2 Supplying & Laying trap rubble stone 20-50

Kg. in weight for toe and core filling including coveying

and stacking to required line, level slope section

2 including all leads & lifts conveying materials from 216.00 CM. 1049.20

stacks and laying etc. completely.

Item No.3 Providing and laying geo fabric filter (GWF-

50-300 catogary) over the excavated surface as per

3 specification including stiching with overlap to design 540.00 SM. 108.80

profile as directed in tidal range etc. complete.

Item No.4 Supplying and laying bedding layer of 20 cm

thick with single layer of jute/nylon bags filled with stone

grit (up to 5mm size) including all leads & lifts as

4 ditrected in tidal range etc. complete. 540.00 SM. 238.00

Item No.5 Supplying and laying mechanically woven

double twisated Hexagonal Zn+ PVC coated box G.I wire

mesh gabions Size 1m x 1m x 1m filled with 15 to 40 kg.

5 trap rubble stone (approximate up to 1.65 tone) with 1620.00 Nos. 2625.26

mesh size 10x12 cm including packing, interlocking of

stones & fusing top of gabion & tying to each other &

laying to the required line, level slope with all leads &

Item No.6 Providing and laying Plain/Reinforced cement

concrete of cement, sand and metal (above 12 mm to

mm size) in following proportion laid in situ including

centering, shuttering, temping, smooth finishing, curing

etc. complete as directed for all leads and lifts (iv)1:2:4

Item No.7 Providing and fixing in position (different

diameter) I.S NP3 class reinforced pipe with caulking the

joints with cement mortar1:1 proportion using jute string

7 soaked in cement slurry, finishing joints, and laying pipes 10.00 Nos. 2005.00

to the designed grade and levels,curing etc. complete for

all lead and lifts. (c) NP3 class 600 mm dia pipe.

Item No.8 Providing and fixing M.S. Steel gate of

required size including all necessary accessories as per

approved design and plan with cost of two coat oil paint

8 and single coat of anticorrosive oil paints etc. complete. ( 12.00 SM. 2878.00

Size1.50 mt × 2.00 mt )

Item No.9 Providing vidiography on the ocassion of

function or for on going construction work including

9 dubbing, titeling etc. complete including cost of 1.00 4 Hrs. 1230.51

(b) Up to 4.00 Hours