Construction of Chasvad-2 Checkdam across Kim river at village:Chasvad of Netrang,Dist-Bharuch

Work: Construction of Chasvad-2 Checkdam across Kim river at village:Chasvad of Netrang,Dist-Bharuch

Quantities Estimated Rates

Item according to

but may Items In figure Unit

No In words estimated

be more Rs. Ps.

Dismantling the R.C.C. work and disposing off Rupees One

the stuff including stacking of the useful Thousand Seven

materials etc. complete as directed.(a)Light Hundred Forty

Reinforcement ( Main bar upto 16 mm. dia. ) Seven And

Jungle Cutting and clearing including excavation

and earthwork using JCB/Excavator or any

suitable machinary to make approach Rupees Twelve

road/access to site necessary for the Thousand Eight

2 1.00 construction till completion including cost of 12862.50 Hundred Sixty Job

labour, machincary etc. for delivery distance Two And Paise

beyond 50 meters complete as per the Fifty Only

instruction of EIC.

Excavation for foundation in all sorts of soil

including yellow, sandy, gravelly soil, soft & hard

murrum, etc. dry condition including depositing

the excavated stuff in uniform layers in banks or Rupees Eighty

3 1602.03 as directed etc. complete for lead uo to 1.0 Km 81.50 One And Paise Cum

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

Excavation for foundation in soft rock including

depositing the excavated stuff as and where

4 239.34 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

5 67.86 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

6 117.00 2321.70 Hundred Twenty m

required pressure for following stage of depth. One And Paise

(A) For 0.00 to 10.0 meter depth.

Providing and placing in position reinforcement

bars including cutting, bending welding, joints

7 102.73 where necessary, hooking etc. complete as per 7194.00 Qtl

drawing for all lead and lifts. (b) TMT

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

8 48.56 transporting, placing, vibrating, smooth finishing, 3899.10 Hundred Ninety cum

curing etc. complete for all lead and Nine And Paise

lift.(Manually With Conventional Mixer, Excluding Ten Only

dewatering) 9(A) Foundation (ii) M-10

Quantities Estimated Rates

Item according to

but may Items In figure Unit

No In words estimated

be more Rs. Ps.

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

9 22.20 including filling the joints with asphalt pad or 445.50 Rmt

bitumins or cork board of approved quality. (B)

300mm wide PVC water stop.

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

10 1103.88 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

11 108.00 laying training etc. complete. 263.70 m

Three And Paise

Providing inverted filter of 30 cm sand and 30 Rupees Five

cm gravel below/ behind wall/ pitching including Hundred Fifty

12 92.09 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

13 60.26 including watering, ramming, compacting etc. 19.50 Nineteen And Cum

complete.(By machinary) Paise Fifty 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

14 61.00 interlocking of stones & fusing top of gabion & 1779.00 Hundred No

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

level slope with all leads & lifts as directed etc. Only

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

to 40 kg trap rubble stone (approximate up

tone) with mesh size 10 x 12 cm including Thousand Six

15 560.00 packing, interlocking of stones and fushing the 2625.26 Hundred Twenty No

top of gabions and tying to each other & laying to Five And Paise

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 Rupees Eighty

16 288.00 specification including stitching with overlap to 86.40 Six And Paise Sqmt

design profile as directed in tidal range etc. Forty Only

Providing and Laying 15cm. sand layer below

geo fabric incl. laying to correct slope after

17 288.00 147.00 Hundred Forty Sqmt

necessary trimming of earthwork etc. complete.

Quantities Estimated Rates

Item according to

but may Items In figure Unit

No In words estimated

be more Rs. Ps.

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

size 40cmx40cmx75 cm including painting Eleven And

existing data on the board etc. complete as Paise Thirty Only

Providing and fixing marble plate of 2 cm Rupees Two

thickness including engraving and filling paint for Hundred Fifty

19 27.00 letters as directed. 250.60

And Paise Sixty cm2

Providing videography on the ocassion of Rupees One

function or for on going construction work Thousand Two

20 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 Sixty

dewatering of earth dam foundation including Nine Thousand

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

Rupees Eighty Five Lakh(s) Fifty Eight Thousand Fifty Two And Paise Eighty Four 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