Raising and Strengthening of Reservoir Embankment at Notified Area GIDC, Sachin Estate 2026-27

Name Of Work: - Raising And Strengthening of Reservoir Embankment At Notified

Area GIDC, Sachin Estate 2026-27.

DESCRIPTION UNIT RATE AMOUNT

1 Cutting downs trees of different girths(at 45 cms No. 100.00 2,719.02

above G.L.) including removing & grubbing roots

below ground level within the given boundry

including stacking the wood outside the canal

boundry as directed etc. complete.

(a) Girth above 0.5 m & upto 1.0 m.

2 Stripping the embankment construction width and Cu.mt 4,210.00 25.65

borrow area in all sorts of soil, soft murrum and

hard murrum including depositing the stripped

materials as and where directed within a lead within

3 Providing, laying, spreading and filling of approved Cu.mt 1,13,794 429.87

soil (yellow, sandy and gravellt soils and soft .00

murum) for construction of pond embankment. The

item includes supplying approved soil of given

characteristic with all taxes, royalties and necessary

statutory permissions; transporting the material

with all leads and lifts; depositing, spreading and

laying the soil in uniform layers not exceeding

cm The work also includes filling excavted material

where required, dressing and shaping the

embankment section to the specified lines, levels

and slopes; clearing the site; clearing the site; and

completing the work in all respects as per

specification and as directed by the Engineer-in-

charg. etc. complete.

Soil Strata Properties

Silty Clay with sand:

(Dry density) g unsat (kN/m3) -

(Wet Density) g sat (kN/m3) -

Cohesion (kPa) -

Angle of Internal Friction (0) -

4 Compaction of Earthwork in embankment in layers Cu.mt 1,14,284 12.52

15 to 20 Cms at requisite moisture content to .00

required dry density not less then 85% of

corresponding proctor maximum dry density

including watering, rolling with sheep foot type of

roller etc. complete.

(Extra compaction for the area surrounding the MS

pipe is to be ensured)

5 Providing and filling rubbles (each stone weighting Cu.mt 12,600.00 1,094.11

not less than 40Kg.) including hand packing and

filling interstices with quarry spalls behind

abutments and between returns as directed. (coarse

rubble for Drain Layer 0.30 m thick.)

Soil Strata Properties:

Drain Layer (Rubble Layer):

Dry Density ^ unsat (kN/m3) -

Wet Density ^ sat (kN/m3) -

Cohesion (kPa) -

Angle of Internal Friction (0) -

6 Providing and filling sand behind abutments and Cu.mt 14,700.00 504.42

between returns in layers as directed

(coarse sand for Filter Layer 0.20 m thick.)

Soil Strata Properties:

Filter Layer (Non cohesive Sand):

Dry Density ^ unsat (kN/m3) -

Wet Density ^sat (kN/m3) -

Cohesion (kPa) -

Angle of Internal Friction (0) -

7 Supplying and laying high strength flexible Sq. Mt 42,000.00 299.97

geogrids (HSFG) as soil reinforcement / basal

reinforcement as per MORTH 3100 and IRC

made of high tenacity polyester core with

polyethylene coating with minimum Long Term

Design Strength (LTDS) of more than 50% of

ultimate tensile strength at 30 degree Celcius

corresponding to 12 % strain etc. complete and as

directed by Engineer - In - Charge.

Synthetic Geogrid Ultimate tensile strength-

Mesh – in to in dimension - 25x25mm

Thickness - 2.50 mm

8 Excavation for Foundation upto 1.5 m depth Cu. Mt. 297.00 157.52

including sorting out and stacking of useful

materials and disposing off the excavated stuff

within GIDC estate.

Outlet Arrangement

Upto 1.50 m depth (B) Dense or hard soil

9 1.50 m to 3.0 m depth (B) Dense or hard soil Cu. Mt. 261.00 170.87

10 Providing formwork of ordinary timber planking so Sq. Mt 3.00 182.06

as to give a rough finish including centering

shuttering strutting and propping etc. Height of

propping and centering below supporting floor to

ceiling not exceeding 4 M. and removal of the same

for in situ reinforced concrete and plain concrete

work in. (A) Foundations Footings Bases of

Columns etc. and Mass concrete.

11 Providing and laying cement concrete 1:3:6 (1- cu. mt 4.00 3,070.94

Cement : 3- Coarse sand : 6- Graded brick bat

aggregate 40mm normal size) and curing complete

excluding cost of formwork in (A)Foundation and

12 Dismantling the existing structure including Cu. Mt. 0.24 955.41

removing and stacking the dismantled materials as

and where directed. (A) R.C.C. work

Dismantling of existing RCC wall in intake

13 Providing and cast in situ C.C. in grade M-25 Cu. Mt. 0.41 9,195.00

proportions of ingredients as per mix design by

weigth batching using granite, quartize trap metal

of size 12 mm to 20 mm and or 6 mm to 12 mm

including scaffolding centering form work, needle

vibrated consolidation, curing and hydraulic testing

etc. complete (excluding cost of reinforcement )

with centering and shuttering/deshuttering etc.

comp. up to 6 meter height / depth Av. G.L. for all

water retaining structures.Columns in intake

14 Beams (copping) in intake structure Cu. Mt. 1.16 8,347.00

15 Providing and cast in situ C.C. in grade M-30 Cu. Mt. 18.00 8,213.00

proportions of ingredients as per mix design by

weigth batching using granite, quartize trap metal

of size 12 mm to 20 mm and or 6 mm to 12 mm

including scaffolding centering form work, needle

vibrated consolidation, curing and hydraulic testing

etc. complete (excluding cost of reinforcement )

with centering and shuttering/deshuttering etc.

comp. up to 6 meter height / depth Av. G.L. for all

water retaining structures. In Foundation

Flat bottom slab/floor slab/slab with shuttering

16 In Vertical wall Above 25 cm Cu.mt. 8.00 8,083.00 64.664.00

17 Filling available excavated earth (excluding rock) Cu.mt. 490.00 136.92

in trenches. plinth, sides of foundations etc. in

layers not exceeding 20 cm. in depth consolidating

each deposited layer by ramming and watering.

18 Providing TMT Bar FE 500D reinforcement for Kg 3038.00 77.29

R.C.C. work including bending, binding and

placing in position complete upto floor two level

Foundation & Vertical wall

19 Providing fusion bonded Epoxy coating not less M.T 4.00 10,162.62

than 175 micron thickness and up to 300 micron to

reinforcement bars as per IS-13620-1993/ASTM-

775 M including testing of coating at plant and all

taxes (A) 10mm to 16mm dia bar

20 Manufacture, Supply & Delivery of Electric RMT 84.00 25,532.00

Resistance Welded (Up to 400mm)/Submerged Arc

Welded(Above 400mm) M.S.Pipe having beveled

ends plate or coil conforming to IS-3589-2001 or its

latest revision/ ammendment for following

thickness outside diameter at departmental store or

site anywhere in Gujarat State including all taxes,

insurance, transportation, freight charges, octroi,

inspection charges, loading, unloading conveyance

to Departmental stores, stacking etc. all complete.

(Rate for MS Pipe based on the ex. works price of

HR Coil as Rs.58500 per MT - withouth GST

(Above 3.15 mm to 10 mm) & Rs. 59000.00 per MT

without GST (Above 10 mm) as onJan-23.( WPI

Index of H. R Coil of Dec-22 is 144)

I/S Solvent free Liquid Epoxy Lining (406 micron)

+ O/S 3 LPE Coated M. S. Pipe MS 1219 mm dia

21 Lowering, laying, jointing & welding in position to RMT 84.00 1,550.00

correct line & level M.S. Pipe with outerside 3 LPE

coating & inside solvent free liquid epoxy lining on

pedestal or chairs upon prepared formation or

prepared bedding in trenches the rates include

conveyance from store to site of work loading,

unloading, heat shrink sleev jointing hydrotesting

MS 1219 mm dia 10.00 mm thick

22 Brick work using common burnt clay building brick Cu. Mt.. 5.85 4,214.33

having crushing strength not less than 35 kg/sq.cm

in foundation and plinth in Cement Mortar 1:6 (1-

Cement : 6-Fine sand) (B)Conventional (up to

For the existing inlet arrangement

23 Cement plaster 20 mm thick in C.M. 1:2 using Sq. Mt 46.95 202.00

water proofing compound of approved quality

including finishing etc. complete.

For the existing inlet arrangement

Total Amount in Rs.

Total Amount in Rs.

I / We agree to carry out the above work at ____________ % above the estimated rate ((In Words)

_________________________________________________) percentage above the Estimated Tender Rate.

I / We agree to carry out the above work at ____________ % below the estimated rate ((In Words)

_________________________________________________) percentage below the Estimated Tender Rate.

Estimated Amount Estimated Amount

Put to Tender Rs. 8,75,08,815.21 Put to Tender Rs Rs

Add % Above Rs. _____________ Deduct % Below Rs______________

Net Amount Rs.____________ Net Amount Rs._______________

Net In Figure Rs. _____________ Net in Figure Rs______________

I / We have read the Condition mentioned in this tender and agree to abide by the same.

Note: The Unit rates specified for various items to be executed as per Schedule "B" attached with the Price Bid are

excluding GST but inclusive all labors, materials, testing charges, equipment’s, all incidental charges involving in

the work and as specified in the Mode of measurement & payment of detailed specifications of items incl. all

taxes, royalty, octroi transportation cost etc. all as applicable presently as to be enforced for future by any / all

including Central/State Government & Statutory bodies from time to time

Signature of Contractor with Seal Sachin Notified Area,

G.I.D.C.-SACHIN