Protection Work and Erosion Control Work at Godthal check Dam Near tadkeshvar mahadev temple village Godthal Ta. Chikhali Dist. Navsari.

Name of Work-Protection Work and Erosion Control Work at Godthal check Dam Near tadkeshvar mahadev temple village

Godthal Ta. Chikhali Dist. Navsari.

Item Description of Item (with brief specification and reference Rate

Quantity Unit. Amount

No. tobookofspecifications) Infigures

Excavation for foundation in all sorts of soil including yellow, sandy,

gravelly soil, soft & hard murrum, etc. dry condition including depositing

1 the excavated stuff in uniform layers in banks or as directed etc. complete 512.00 C.m 81.50

for lead uo to 1.0 Km and all lifts. (By machinery)

(a) Above water table

Supplying & Laying mechanically woven double twisted hexagonal

Zn+PVC coated box G.I wiremash gabion size1.0x1.0x1.0mt. filed

with15 to 40 kg trap rubble stone (approximateup1.65tone) with mesh

2 size 10x 12 cm including packing, interlocking of stones and fushing the 720.00 No 2625.26

topof gabionsand tying to each other & laying to required line, level slope

with all leads and lifts as directed etc. complete.

Supplying & Laying mechanically woven double twisted hexagonal Zn +

PVC coated box wire mesh reno mattress size 1.0mt. x1.0mt. x0.50 mt.

filled with 15 to 40 kg trap rubble stone (approximate 0.75)tone with

3 mesh size 10cmx12cm including packing, interlocking of stones & fusing 120.00 No 1779.00

top of gabion & tying to each other & laying to the required line, level

slope with all leads & lifts as directed etc. complete. (Considering lead of

45km for Rubble Material)

Providing and laying Plain/Reinforced cement concrete of cement, sand

and metal (20 mm to 25 mm size) in following proportion laid in situ

4 including centering, shuttering, temping, smooth finishing, curing etc. 340.00 C.m 4943.90

complete as directed for all leads and lifts (Manually With

Conventional Mixer).(ii) M-15 grade)

Providing and placing in position reinforcement bars including cutting,

5 bending welding, joints where necessary, hooking etc. complete as per 53.6937 Qtl 7194.00

drawing for all lead and lifts. (b) TMT

White or colour wash in following coats including scrapping Scaffolding

etc.Complete.(A) For Two Coats.

Earthwork in embankment using soil, soft & hard murrum excavated

from approved borrow area/village tanks etc.including breaking clods,

7 dressing to the design section with lead up to 500 meter and all lifts.(By 315.00 S.m 84.20

JCB-4CX machinary)

Providing videography on the occasion of function or for on going

8 construction work including dubbing titeling etc. complete including cost 1.00 4 Hrs 1230.51

of cassesstte/CD. (a) For Whole Day

Rs. Fourty Two Lacs Forty Seven Thousand Nine Hundred Fifty Four & Thirty Nine Paise Only

the other conditions of schedule - B will ream unchanged.

Deputy Executive Engineer Executive Engineer

kelia irrigation Project sub division U L B C Inv. Dn.No.2