[1] Constructing B.T. Road on Approch Road on Bridge to Kharera River of Kelia Irrigation Scheme. [2] Constructing B.T. Road on Approch Road on Kharera River to Gate-01 of Kelia Irrigation Scheme. [3] Re-Carpeting Work of Gate to Spillway, Spillway to Gardan, Toe to HR Road, Reservior Approch Road At Kelia Irrigation Scheme. [4] Re-Carpeting Work of Spillway approch Road At Top of Kelia Earthen Dam Between Ch.0.00 to 350.00 mt. [5] Re-Carpeting Work of Spillway Approch Road At Top of Kelia Earthen Dam Between Ch.350.00 to 700.00 mt. [6] Re-Carpeting Work of Barm HR Approch Road, Barm HR Approch Spillway, Gate to Top Approch Road At Kelia Irrigation Scheme. Taluka : Valod. District : Tapi.

Name of Work: [1] Constructing B.T. Road on Approch Road on Bridge to Kharera River

of Kelia Irrigation Scheme.

[2] Constructing B.T. Road on Approch Road on Kharera River to Gate-

01 of Kelia Irrigation Scheme.

[3] Re-Carpeting Work of Gate to Spillway, Spillway to Gardan, Toe to

HR Road, Reservior Approch Road At Kelia Irrigation Scheme.

[4] Re-Carpeting Work of Spillway approch Road At Top of Kelia

Earthen Dam Between Ch.0.00 to 350.00 mt.

[5] Re-Carpeting Work of Spillway Approch Road At Top of Kelia

Earthen Dam Between Ch.350.00 to 700.00 mt.

[6] Re-Carpeting

Taluka : Valod. Work of :Barm

District Tapi. HR Approch Road, Barm HR Approch

Memorandum showing items of works to be carried out : èë× ÔßäëÞë ÀëÜùÞí ÚëÚÖù ØåëýäÖí ÝëØí

Sr. Quantity Item of Work Estimated Unit Total

No. estimated In Figures Amount

but may be According to

more or Estimated

1 420.00 Cu.mt. Providing, laying and compacting 906.98 Cu.mt.

Unscreened Gravel / Sand Below Sub

Base Course including carriage of materials

spreading in uniform layer manually on

prepared base and compacted with

vibratory roller to achieve desired density

including all materials, labour etc. complete.

2 390.00 Cu.mt. Constructing of Granular Sub-Base Gr-II by 880.72 Cu.mt.

providing course graded B.T. machine

crushed material satisfying MOST

specification of Grading-II including

spreading in uniform layer with motor

grader on prepared surface, mixing by mix

in place method with rotavator at OMC and

compacting with vibratory roller to achieve

the desired density etc. complete.

3 449.00 Cu.mt. Providing and laying spreading and 970.61 Cu.mt.

compacting graded stone aggregate to Wet

Mix Macadam (WMM) in two layer as per

specification and drawing including

premixing the Material with water at OMC in

mechanical mix plant carriage by tipper to

site, laying in uniform layer in sub-base /

base course on well prepare surface and

compacting with vibrator roller to achieve

Providing and laying spreading and

Sr. Quantity Itemstone

compacting graded of Work

aggregate to Wet Estimated Unit Total

Mix Macadam (WMM) in two layer as per

No. estimated In Figures Amount

but may be specification and drawing including According to

more or premixing the Material with water at OMC in Estimated

mechanical mix plant carriage by tipper to

site, laying in uniform layer in sub-base /

base course on well prepare surface and

compacting with vibrator roller to achieve

the desired density as per MORTH Fifth

revision clause-406.

4 2388.00 Sq.mt. Providing and applying evenly Priming Coat 41.11 Sq.mt.

with emulsion asphalt at the rate of 7.50 Kg

/ 10 Sq.m on road surface using emulsion SS-

1 (Hincol Made) pressure sprayer etc.

complete including the cost of asphalt

5 6.00 No. Providing Vidiography on the ocassion of 1230.51 No.

function or for on going construction work

including dubbing, titeling etc. complete

including cost of cassette / CD. (b) Up to

6 914.00 M.Ton. Providing & laying Bituminous Base 1999.80 M.Ton.

Course 37.50 mm thick compacted in Single

layer asphalt VG-30 grade at 1.99% by

weight of mix for mixing and 4.0 kg / 10 smt

VG-30 grade Asphalt for tack coat & using

B.T. chips of required gradation including

cleaning and heating asphalt, premix

material by drum mix process in proper

gradation and laying with paver finisher

including rolling and consolidation with 8-

10 tonne vibratory roller and providing all

material equipment, tools, and plants, fire

wood, oil, kerosene labour charges etc.

complete using contractor's own

machineries, drum mix plant and paver

finisher etc. complete.

7 608.00 M.Ton. Providing, laying 25mm thick Compacted 2569.44 M.Ton.

Bituminous Carpet considering 0.66 cmt. /

10Smt. Stone chips for one M.ton as per

specification, using the asphalt at rate

Kg / M.ton (i.e. 3.36% by weight of total mix)

(VG-30) and asphalt for tack coat at rate

Kg / 10sq.mt VG-30. including heating and

mixing the asphalt and stone aggregates by

continuous batching of drum mix plant and

transporting and spreading the same by

paver finisher and consolidation with

vibratory roller with necessary equipments

oil, kerosene, fire wood labour charges etc

comp. With contractor's own machineries

8 300.00 M.Ton. and equipment

Providing and tools

with B.T. 2799.72 M.Ton.

aggregate as specified using aggregate at the

rate of 0.18 Cu.mt. / 10 Sq. mt. and bitumen

grade VG-30 for mixing with aggregate at the 2 of

rate of 4.50 % i.e. 45.00 Kg. / M.T including

Sr. Quantity Item of Work Estimated Unit Total

No. estimated In Figures Amount

but may be According to

more or Estimated

1 2 Providing and laying3 Seal Coat with B.T. 4 6

aggregate as specified using aggregate at the

rate of 0.18 Cu.mt. / 10 Sq. mt. and bitumen

grade VG-30 for mixing with aggregate at the

rate of 4.50 % i.e. 45.00 Kg. / M.T including

heating & mixing in hot / drum mix plant &

transporting & spreading the same by paver

finisher & consolidation with vibratory

roller incl. necessary firewood, oil,

lubricants, labour charges etc. using

contractor's own drum mix plant,

machineries & equipment, tools etc.

9 10995.00 Sq.mt. complete

accordance with thePainting on

laying Asphalt 29.51 Sq.mt.

B.T. surface with bitumen VG-30 at rate of

Kg / 10 sqmt. of bitumen and spreading

stone dust on painting surface at the rate of

0.03 Cu.mt / 10 Sqmt.

10 733.00 Rmt Road Marking with Hot Applied 367.72 Rmt

Thermoplastic Paints with reflectorising

glass beads on bitumen surface providing

and laying a hot applied thermoplastic

compound 2.5 mm thick including

reflectorising glass beads @ 250gms per

sqm area, thickness of 2.5mm is excluding of

surface applied glass beds as per IRC:35-

2015. The finished surface to be level,

11 308.00 Cu.mt. Excavation for Foundation in all sorts of soil 81.50 Cu.mt.

including yellow, sand,. gravel, soil, soft

murrum, etc. dry condition including

depositing the excavated stuff in uniform

layers in banks or as directed etc. complete

for lead up to 1.0 Km and all lifts. (By

12 64.00 Cu.mt. Providing and laying Plain / Reinforced 3899.10 Cu.mt.

Nominal Mix Cement Concrete of various

grade with cement, sand and coarse

aggregate including centering, shuttering.

batching, mixing transporting. placing. vibra

cting smooth finishing, curing etc complete

for all lead and lift. (Manual with

conventional mixer, Excluding dewatering)

(Wing wall, Head wall etc) (A) Foundation

13 189.00 Cu.mt. Providing and laying Plain / Reinforced 4559.30 Cu.mt.

Nominal Mix Cement Concrete of various

grade with cement, sand and coarse

aggregate including centering, shuttering.

batching, mixing transporting. placing. vibra

cting smooth finishing, curing etc complete

for all lead and lift. (Manual with

conventional mixer, Excluding dewatering) 3 of

(Wing wall, Head wall etc) M-15 (B) Raft,

Sr. Quantity Item of Work Estimated Unit Total

No. estimated Providing and laying Plain / Reinforced In Figures Amount

but may be Nominal Mix Cement Concrete of various According to

more or grade with cement, sand and coarse Estimated

less aggregate including centering, shuttering. Quantity

batching, mixing transporting. placing. vibra

cting smooth finishing, curing etc complete

for all lead and lift. (Manual with

conventional mixer, Excluding dewatering)

(Wing wall, Head wall etc) M-15 (B) Raft,

14 64.00 Cu.mt. Supplying and spreding Hard Murram 386.83 Cu.mt.

inside. Shoulders of Canal Roads

15 1414.00 Cu.mt. Providing and laying plain / reinforced 387.80 Cu.mt.

Cement Concrete lining of M-15 grade in

bed, side slopes and curvature including

batching, mixing, transporting placing, m2

smooth finishing, curing including

dewatering where required. (Manually with

conventional mixer) (a) 7.50 cm thick

linning in Bed & Slope