Construction of Kesargam-1 Checkdam across Kim river at village:Kesargam of Valia,Dist-Bharuch

Work: Construction of Kesargam-1 Checkdam across Kim river at village:Kesargam of Valia,Dist-Bharuch

Quantities Estimated Rates

Item No but may Items In figure Unit

In words estimated

be more Rs. Ps.

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

stuff including stacking of the useful materials etc.

complete as directed.(a)Light Reinforcement (

1 185.68 1747.70 Hundred Forty Cum

Main bar upto 16 mm. dia. )

Seven And Paise

Jungle Cutting and clearing including excavation

and earthwork using JCB/Excavator or any

suitable machinary to make approach road/access Rupees Thirty

to site necessary for the construction till Seven Thousand

completion including cost of labour, machincary Nine Hundred

etc. for delivery distance beyond 50 meters Seventy Only

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 the Rupees Eighty

3 1226.34 excavated stuff in uniform layers in banks or as 81.50 One And Paise Cum

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

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

Excavation for foundation in soft rock including

depositing the excavated stuff as and where Rupees One

directed etc. complete for lead upto 1.0 Km and all Hundred Fifty

lifts.(By machinary) (a) Above water table. Four And Paise

Excavation for foundation in hard rock including

blasting and chiseling if necessary sorting out and

stacking seperately the usable rubble, depositing

the excavated stuff as and where directed

5 111.31 including back filing trenches with suitable 330.50 Cum

And Paise Fifty

excavated stuff etc. complete for lead upto

Km. and all lifts.(By machinary) (a) Above water

Drilling holes of 35 mm dia. vertical or inclined in

all formations of rock /concrete upto required

depth including washing with air & water at

6 153.00 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

where necessary, hooking etc. complete as per Hundred Ninety

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 centering, Rupees Three

shuttering, batching, mixing, transporting, placing, Thousand Eight

8 75.74 vibrating, smooth finishing, curing etc. complete 3899.10 Hundred Ninety cum

for all lead and lift.(Manually With Conventional Nine And Paise

Mixer, Excluding dewatering) 9(A) Foundation (ii) Ten Only

M-10 grade.(1:3:6)

Quantities Estimated Rates

Item No but may Items In figure Unit

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 25.00 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, placing, Thousand Four

10 1171.18 vibrating, smooth finishing, curing etc. complete 4499.60 Hundred Ninety Cum

for all lead and lift.(Baching Plant Based, Including Nine And Paise

dewatering)( C) Piers, abutment, wingwalls, Sixty Only

headwall, returnwall etc. (ii) M-15 grade.

Providing and fixing in position 110 mm dia PVC

pipe weep holes in abutment, wing wall, and

11 72.00 laying training etc. complete. 263.70 m

Three And Paise

Providing inverted filter of 30 cm sand and 30 cm

gravel below/ behind wall/ pitching including laying

to correct slopes after necessary trimming of earth

12 65.83 550.74 And Paise Sqmt

work etc. complete.

Back fiing the foundation trenches around the

structures etc. with selected excavated stuff Rupees Nineteen

13 44.65 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

to 40 kg. trap rubble stone (approximate 0.75)

tone with mesh size 10x12 cm including packing,

14 179.00 interlocking of stones & fusing top of gabion & 1779.00 No

Hundred Seventy

tying to each other & laying to the required line,

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

to 40 kg trap rubble stone (approximate up

tone) with mesh size 10 x 12 cm including

15 1020.00 2625.26 Hundred Twenty No

packing, interlocking of stones and fushing the 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 Rupees Eighty

16 680.00 including stitching with overlap to design profile as 86.40 Six And Paise Sqmt

directed in tidal range etc. complete. Forty Only

Providing and Laying 15cm. sand layer below geo

fabric incl. laying to correct slope after necessary

17 680.00 147.00 Hundred Forty Sqmt

trimming of earthwork etc. complete.

Quantities Estimated Rates

Item No but may Items In figure Unit

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

18 1.00 including fixing in 1:5:10 prop. Concrete block size 3011.30 No

40cmx40cmx75 cm including painting existing

Paise Thirty Only

data on the board etc. complete as directed

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 function Rupees One

or for on going construction work including Thousand Two

20 4.00 dubbing, titeling etc. complete including cost of 1230.51 Hundred Thirty 4hr

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

Supplying and laying trap rubble stone of 10 to

kg in weight for apron including conveying and

stacking to required line, level, slope section

21 382.50 including all leads & lifts. Conveying materials 1079.00 Cum

from stacks and laying etc. including packing filling

interstice with quarry spauls etc. complete.

Care & Diversion of river as directed including

dewatering of earth dam foundation including

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

22 1.00 77806.16 Eight Hundred No

Rupees One Crore Eleven Lakh(s) Twenty Two Thousand Three Hundred Sixteen And Paise 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