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

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

Item Quantities Items Estimated Rates Unit Total Amount

Item Quantities Items Estimated Rates Unit Total Amount

No estimated In figure In words according to

but may be Rs. Ps. estimated

more or quantities

1 1.00 Jungle Cutting and clearing including excavation 16906.50 Rupees Sixteen Job

and earthwork using JCB/Excavator or any Thousand Nine

suitable machinary to make approach Hundred Six And

road/access to site necessary for the construction Paise Fifty Only

till completion including cost of labour,

machincary etc. for delivery distance beyond

meters complete as per the instruction of EIC.

2 399.53 Excavation for foundation in all sorts of soil 81.50 Rupees Eighty Cum

including yellow, sandy, gravelly soil, soft & hard One And Paise

murrum, etc. dry condition including depositing Fifty Only

the excavated stuff in uniform layers in banks or

as directed etc. complete for lead uo to 1.0 Km

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

3 267.98 Excavation for foundation in soft rock including 154.10 Rupees One Cum

depositing the excavated stuff as and where Hundred Fifty

directed etc. complete for lead upto 1.0 Km and Four And Paise

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

4 54.52 Excavation for foundation in hard rock including 330.50 Rupees Three Cum

blasting and chiseling if necessary sorting out Hundred Thirty

and stacking seperately the usable rubble, And Paise Fifty

depositing the excavated stuff as and where Only

directed including back filing trenches with

suitable excavated stuff etc. complete for lead

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

Above water table.

5 79.50 Drilling holes of 35 mm dia. vertical or inclined in 2321.70 Rupees Two m

all formations of rock /concrete upto required Thousand Three

depth including washing with air & water at Hundred Twenty

required pressure for following stage of depth. (A) One And Paise

For 0.00 to 10.0 meter depth. Seventy Only

6 54.75 Providing and placing in position reinforcement 7194.00 Rupees Seven Qtl

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

7 26.52 Providing and laying plain/ reinforced Nominal 3899.10 Rupees Three cum

Mix cement concrete of various grade with Thousand Eight

cement, sand and coarse aggregates including Hundred Ninety

centering, shuttering, batching, mixing, Nine And Paise

transporting, placing, vibrating, smooth finishing, Ten Only

curing etc. complete for all lead and lift.(Manually

With Conventional Mixer, Excluding dewatering)

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

8 11.79 Providing and fixing in position PVC heavy duty 445.50 Rupees Four Rmt

water stops in barrels, trough, and wing wall with Hundred Forty

25 mm wide expension joint as shown in drawing Five And Paise

including filling the joints with asphalt pad or Fifty Only

bitumins or cork board of approved quality. (B)

300mm wide PVC water stop.

Item Quantities Items Estimated Rates Unit Total Amount

Item Quantities Items Estimated Rates Unit Total Amount

No estimated In figure In words according to

but may be Rs. Ps. estimated

more or quantities

9 497.56 Providing and laying plain/ reinforced Desigh Mix 4499.60 Rupees Four Cum

Cemant Concrete of various grade with cement, Thousand Four

sand and coarse aggregates including centering, Hundred Ninety

shuttering, batching, mixing, transporting, Nine And Paise

placing, vibrating, smooth finishing, curing etc. Sixty Only

complete for all lead and lift.(Baching Plant

Based, Including dewatering)( C) Piers,

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

10 36.00 Providing and fixing in position 110 mm dia PVC 263.70 Rupees Two m

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

laying training etc. complete. Three And Paise

11 40.87 Providing inverted filter of 30 cm sand and 30 550.74 Rupees Five Sqmt

cm gravel below/ behind wall/ pitching including Hundred Fifty

laying to correct slopes after necessary trimming And Paise

of earth work etc. complete. Seventy Four

12 15.19 Back fiing the foundation trenches around the 19.50 Rupees Nineteen Cum

structures etc. with selected excavated stuff And Paise Fifty

including watering, ramming, compacting etc. Only

complete.(By machinary)

13 115.00 Supplying and laying mechanically woven double 1779.00 Rupees One No

twisated Hexagonal Zn+ PVC coated box wire Thousand Seven

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

15 to 40 kg. trap rubble stone (approximate 0.75) Nine Only

tone with mesh size 10x12 cm including packing,

interlocking of stones & fusing top of gabion &

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

14 240.00 Supplying & Laying mechanically woven double 2625.26 Rupees Two No

twisted hexagonal Zn + PVC coated box G.I wire Thousand Six

mash gabion size 1.0 x 1.0 x 1.0 mt. filed with15 Hundred Twenty

to 40 kg trap rubble stone (approximate up 1.65 Five And Paise

tone) with mesh size 10 x 12 cm including Twenty Six Only

packing, interlocking of stones and fushing the

top of gabions and tying to each other & laying to

required line, level slope with all leads and lifts as

directed etc. complete.

15 1.00 Providing & fixing in position sign board of 3011.30 Rupees Three No

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

40mmx40mmx6mm with 3mm thick iron plate And Paise Thirty

including fixing in 1:5:10 prop. Concrete block Only

size 40cmx40cmx75 cm including painting

existing data on the board etc. complete as

16 27.00 Providing and fixing marble plate of 2 cm 250.60 Rupees Two 100

thickness including engraving and filling paint for Hundred Fifty cm2

letters as directed. And Paise Sixty

17 4.00 Providing videography on the ocassion of 1230.51 Rupees One 4hr

function or for on going construction work Thousand Two

including dubbing, titeling etc. complete including Hundred Thirty

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

Item Quantities Items Estimated Rates Unit Total Amount

Item Quantities Items Estimated Rates Unit Total Amount

No estimated In figure In words according to

but may be Rs. Ps. estimated

more or quantities

18 1.00 Care & Diversion of river as directed including 39163.52 Rupees Thirty No

dewatering of earth dam foundation including Nine Thousand

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

Sixty Three And

Paise Fifty Two

Rupees Thirty Nine Lakh(s) Fifty Five Thousand Five Hundred Fifteen And Paise Sixty 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