Construction of Zarna -1 Checkdam across Kim river at village:Zarna of Netrang,Dist. Bharuch.

Work: Construction of Zarna -1 Checkdam across Kim river at village:Zarna of Netrang,Dist-Bharuch

Quantities Items Estimated Rates

Item according to

but may be In figure Unit

No In words estimated

more or Rs. Ps.

Jungle Cutting and clearing including excavation

and earthwork using JCB/Excavator or any

suitable machinary to make approach Rupees Sixteen

road/access to site necessary for the construction Thousand Nine

till completion including cost of labour, Hundred Six And

machincary etc. for delivery distance beyond 50 Paise Fifty Only

meters complete as per the instruction of EIC.

Excavation for foundation in all sorts of soil

including yellow, sandy, gravelly soil, soft & hard

murrum, etc. dry condition including depositing Rupees Eighty

2 597.39 the excavated stuff in uniform layers in banks or 81.50 One And Paise Cum

as directed etc. complete for lead uo to 1.0 Km Fifty Only

and all lifts. (By machinery) (a) Above water

Excavation for foundation in soft rock including

depositing the excavated stuff as and where

3 295.36 directed etc. complete for lead upto 1.0 Km and 154.10 Cum

all lifts.(By machinary) (a) Above water table.

Excavation for foundation in hard rock including

blasting and chiseling if necessary sorting out

and stacking seperately the usable rubble, Rupees Three

depositing the excavated stuff as and where Hundred Thirty

4 54.20 directed including back filing trenches with 330.50 Cum

And Paise Fifty

suitable excavated stuff etc. complete for lead Only

upto 1.0 Km. and all lifts.(By machinary) (a)

Above water table.

Drilling holes of 35 mm dia. vertical or inclined in Rupees Two

all formations of rock /concrete upto required

depth including washing with air & water at

5 86.50 2321.70 Hundred Twenty m

required pressure for following stage of depth. (A)

For 0.00 to 10.0 meter depth.

Providing and placing in position reinforcement Rupees Seven

bars including cutting, bending welding, joints Thousand One

6 65.65 where necessary, hooking etc. complete as per 7194.00 Qtl

drawing for all lead and lifts. (b) TMT Four Only

Providing and laying plain/ reinforced Nominal

Mix cement concrete of various grade with

cement, sand and coarse aggregates including Rupees Three

centering, shuttering, batching, mixing, Thousand Eight

7 25.53 transporting, placing, vibrating, smooth finishing, 3899.10 Hundred Ninety cum

curing etc. complete for all lead and lift.(Manually Nine And Paise

With Conventional Mixer, Excluding dewatering) Ten Only

9(A) Foundation (ii) M-10 grade.(1:3:6)

Providing and fixing in position PVC heavy duty

water stops in barrels, trough, and wing wall with

25 mm wide expension joint as shown in drawing

8 17.64 including filling the joints with asphalt pad or 445.50 Rmt

bitumins or cork board of approved quality. (B)

300mm wide PVC water stop.

Quantities Items Estimated Rates

Item according to

but may be In figure Unit

No In words estimated

more or Rs. Ps.

Providing and laying plain/ reinforced Desigh Mix

Cemant Concrete of various grade with cement,

sand and coarse aggregates including centering, Rupees Four

shuttering, batching, mixing, transporting, Thousand Four

9 605.21 placing, vibrating, smooth finishing, curing etc. 4499.60 Hundred Ninety Cum

complete for all lead and lift.(Baching Plant Nine And Paise

Based, Including dewatering)( C) Piers, Sixty Only

abutment, wingwalls, headwall, returnwall etc. (ii)

Providing and fixing in position 110 mm dia PVC Rupees Two

pipe weep holes in abutment, wing wall, and Hundred Sixty

laying training etc. complete. Three And Paise

Providing inverted filter of 30 cm sand and 30 Rupees Five

cm gravel below/ behind wall/ pitching including Hundred Fifty

11 54.68 laying to correct slopes after necessary trimming 550.74 And Paise Sqmt

of earth work etc. complete. Seventy Four

Back fiing the foundation trenches around the

structures etc. with selected excavated stuff Rupees Nineteen

12 34.56 including watering, ramming, compacting etc. 19.50 And Paise Fifty Cum

complete.(By machinary) Only

Supplying and laying mechanically woven double

twisated Hexagonal Zn+ PVC coated box wire

mesh gabions Size 1m x 1m x 0.50m filled with

15 to 40 kg. trap rubble stone (approximate 0.75) Rupees One

tone with mesh size 10x12 cm including packing, Thousand Seven

13 73.00 interlocking of stones & fusing top of gabion &

Hundred Seventy

tying to each other & laying to the required line, Nine Only

level slope with all leads & lifts as directed etc.

comp. (Considering lead of 45 km for rubble

Supplying & Laying mechanically woven double

twisted hexagonal Zn + PVC coated box G.I wire

mash gabion size 1.0 x 1.0 x 1.0 mt. filed with15 Rupees Two

to 40 kg trap rubble stone (approximate up 1.65 Thousand Six

14 200.00 tone) with mesh size 10 x 12 cm including 2625.26 Hundred Twenty No

packing, interlocking of stones and fushing the Five And Paise

top of gabions and tying to each other & laying to Twenty Six Only

required line, level slope with all leads and lifts as

directed etc. complete.

Providing and laying Non Woven Geo Fabric Filter

over the excavated surface as per specification

15 200.00 including stitching with overlap to design profile 86.40 Six And Paise Sqmt

as directed in tidal range etc. complete. Forty Only

Providing and Laying 15cm. sand layer below geo

fabric incl. laying to correct slope after necessary Rupees One

16 200.00 trimming of earthwork etc. complete. 147.00 Hundred Forty Sqmt

Providing & fixing in position sign board of

standard size of 1.20mx0.90m with M.S angle

40mmx40mmx6mm with 3mm thick iron plate Rupees Three

including fixing in 1:5:10 prop. Concrete block Thousand Eleven

size 40cmx40cmx75 cm including painting And Paise Thirty

existing data on the board etc. complete as Only

Quantities Items Estimated Rates

Item according to

but may be In figure Unit

No In words estimated

more or Rs. Ps.

Providing and fixing marble plate of 2 cm Rupees Two

thickness including engraving and filling paint for Hundred Fifty

letters as directed. And Paise Sixty cm2

Providing videography on the ocassion of Rupees One

function or for on going construction work Thousand Two

19 4.00 including dubbing, titeling etc. complete including 1230.51 Hundred Thirty 4hr

cost of cassette/CD(b) Up to 4.00 hours And Paise Fifty

Care & Diversion of river as directed including Rupees Thirty

dewatering of earth dam foundation including Eight Thousand

C.O.T. during construction etc. completed. One Hundred

And Paise Eighty

Rupees Forty Four Lakh(s) Thirty Six Thousand Nine Hundred Thirty Seven And Paise Seventy Two Only

(A)Total tendered amount

Note: the other conditions of schedule - B will ream unchanged.

Contractor shall state own NIL percentage if no reduction is offered

1) All works shall be carried out as per P.W.D. H.B. Vol. (I) & (II) and other specification of the division or as directed

2) All the columns in Schedule should be filled in ink and the total entries in the last column should be struck by the contractor under his

3) Rates quoted included clearance of site (Prior commencement of work and at its close) in all respect and hold good under all site

conditions i.e moisture, weather etc.

4) The contractor shall exhibit a board as per Government vernacular No.TNC/1099/24-S dated 18-11-1991 with detail specifications and

details of work and amount involved at site at his own cost as directed by Engineer -in-charge.

Deputy Executive Engineer Divisional Accountant

IPSD No.17 D'ganga Canal Distry Div. No.3,

Ankleshwar Balitha (Vapi)

Signature of the contractor Executive Engineer

Medium Irrigation Project Division