RESTORATION AND STRENGTHENING OF CHECKDAM AT VILLAGE DIVADYAVAN, TALUKA-WAGHAI, DIST-DANG.

BILL OF QUANTITIES

Name of work :- RESTORATION AND STRENGTHENING OF

CHECKDAM AT VILLAGE DIVADYAVAN, TALUKA-

WAGHAI, DIST-DANG.

Name of RESTORATION AND STRENGTHENING OF CHECKDAM AT VILLAGE DIVADYAVAN,

work :- TALUKA-WAGHAI, DIST-DANG.

BILL OF QUANTITIES

Item No. Description of Item Quantity Unit Amount

ITEM NO. 1:-- Excavation for foundation in all sorts of soil, including

yellow, sandy, gravelly soil, soft and hard murrum etc. dry condition

including depositing the excavated stuff in uniform layers in banks or as

directed etc. complete for lead up to 1.00Km. and all lifts. (By

Item No. 2:- Dismentlling the existing Foundation Concrete including

Disposing The dismentalled stuff including sorting out and stacking the

2 useful materials and removing the debris and making good the damage 40.00 CM 1165.20

etc. complete as directed

ITEM NO. 3:-- Drilling holes of 35 mm dia. verticle or inclined in all

formations of rock/ concrete upto required depth including washing with

3 air & water at required pressure for following stage of depth. 18 (A) For 96.60 Rmt. 2321.70

0.00 to 10.00 meter depth

ITEM NO. 4:-- Providing and placing in position reinforcement bars

including cutting, bending welding, joints where necessary, hooking etc. 34.70 Qntl. 7194.00

complete as per drawing for all lead and lifts. (b) TMT

ITEM NO. 5:-- Providing And Laying Plain/Reinforced cement

Concrete of cement sand and metal (20mm to 25 mm size) in following

5 proportion laid in situ including centering, shuttering, temping, smooth 439.00 CM 4943.90

finishing, curing etc.complete as directed for all leads and

lifts.(Manually With Conventional Mixer) (iv) 1:2:4

Item No.6:-- Supplying and laying mehanically woven double twisted

Hexagonal Zn+PVC coated box wire mesh gabions Size 2mx2mx1m

filled with 15 to 40kg. trap rubble stone (minimum 6.6) tone with mesh

size 10x12 cm including packing,interloking of stones & fusing top of

6 gabion & tying to each other & laying to the required line, level slope 60 Nos 9524

with all leads & lifts as directed etc. comp. ( Including rubble materials

Lead up to 45.00 KM ).

Item No.7:-- Supplying and laying mehanically woven double twisted

Hexagonal Zn+PVC coated box wire mesh gabions Size 2mx1mx1m

filled with 15 to 40kg. trap rubble stone ( approximateup 3.0 ) tone with

mesh size 10x12 cm including packing,interloking of stones & fusing

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

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

45km for for rubble materials).

Item No.8:-- Supplying and laying mehanically woven double twisted

Hexagonal Zn+PVC coated box wire mesh gabions Size 1mx1mx0.5m

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

8 with mesh size 10x12 cm including packing,interloking of stones & 180 Nos 1779

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

level slope with all leads & lifts as directed etc. comp. (Considering lead

of 45km for for rubble materials).

Item No.9:-- Supplying and laying mehanically woven double twisted

Hexagonal Zn+PVC coated box wire mesh gabions Size 1mx1mx0.5m

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

9 with mesh size 10x12 cm including packing,interloking of stones & 198 SM 253

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

level slope with all leads & lifts as directed etc. comp. (Considering lead

of 45km for for rubble materials).

I/We am/are willing to carry out the work at _______ % above/below ( percent should be

written in figures and in words ) of the estimated rates mentioned above. Amount of my/our

tender works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

Deputy Executive Engineer

Dang Panchayat Irrigation Sub Division No.

Signature of contractor Executive Engineer

Dang Panchayat Irrigation Division

Name of work :- RESTORATION AND STRENGTHENING OF CHECKDAM AT VILLAGE

DIVADYAVAN, TALUKA-WAGHAI, DIST-DANG.

CEMENT CONSUMPTION STATEMENT

Sr. Item of Work Qty. Consum - Per Total Remarks

No. ption per Bags

1 ITEM NO. 3:-- Drilling holes of 35 mm dia.

verticle or inclined in all formations of rock/

concrete upto required depth including washing

with air & water at required pressure for following 96.60 0.03 Rmt.

stage of depth. 18 (A) For 0.00 to 10.00 meter

2 ITEM NO. 5:-- Providing And Laying

Plain/Reinforced cement Concrete of cement sand

and metal (20mm to 25 mm size) in following

proportion laid in situ including centering,

shuttering, temping, smooth finishing, curing 439.00 6.40 CM

etc.complete as directed for all leads and

lifts.(Manually With Conventional Mixer) (iv)

Total Qty = 2812.50 Bags

Say Qty = 2813.00 Bags

Total Qty = 140.65 M.T

Deputy Executive Engineer

Dang Panchayat Irrigation Sub Division No.

Name of work :- RESTORATION AND STRENGTHENING OF

CHECKDAM AT VILLAGE DIVADYAVAN, TALUKA-

WAGHAI, DIST-DANG.

NAME OF WORK:- RESTORATION AND STRENGTHENING OF CHECKDAM AT VILLAGE DIVADYAVAN, TALUKA-WAGHAI, DIST-DANG.

Top Of Key Top Of Key

ALL DIMENSIONS ARE IN METER Gabion Work

Deputy Executive Engineer

Dang Panchayat Irrigation Sub Division -

M. M. TALAVIYA (A. E.) Waghai

NAME OF WORK:- RESTORATION AND STRENGTHENING OF CHECKDAM AT VILLAGE DIVADYAVAN, TALUKA-WAGHAI, DIST-DANG.

ALL DIMENSIONS ARE IN METER Gabion Work

Deputy Executive Engineer

Dang Panchayat Irrigation Sub Division -

M. M. TALAVIYA (A. E.) Waghai