Constructing Pucca Water Course on SM-14/L Ex Lunej Distributory Near Ch. 1690 m

Name of work :- Constructing pucca water course on S.M.14/L Ex.Lunej Distry.Near Ch.1690 Mt.

Estimated Total Amount

Estimated Total Amount

Sr. No. but may be Item Estimated Rate Unit according to

more or Estimated Rs.

In figures In World

ITEM NO. 1:- Excavation for foundation in all

sorts of soil including yellow sandy gravellly

soils,soft, & hard murrum etc., in dry condition

including depositing the excavated stuff in uniform Rs. One Hundred Two &

1 33.30 layers in banks or as and where directed etc., 102.40 CM

Forty Paise Only

complate for lead upto 500m and all lift.(By

Machinery) Excluding Dewatering

ITEM NO.2:- Exacvation of canal in all sorts of soil

including soft and hard murrum including

depositing the excavated stuff in uniform layers in

Rs. One Hundred Three

2 287.00 canal banks or as and where directed etc., complate 103.00 CM

in varying lead upto 500 m and with all lifts (By

Machinery) Exculding dewatering

ITEM NO.3:- Earth work in embank using selected

soil, soft & hard murrum excavated from approved

borrow area/village tanks etc., including conveying,

spreading in unform layers, breaking clods and

dressing to the designed canal section etc., with Rs. One Hundred

3 656.00 lead upto 500 m and alll lift (for canal having 118.15 Eighteen & Fifteen Paise CM

capacity between 50 to 300 cusecs )(lead additional Only

ITEM NO.4 :- Compaction for making embankment

for canal by laying in regular layers of 15 cm in

thickness including breaking clods to 25 mm size

Rs. Twenty Seven &

4 912.00 incl. light rolling by suitable rollers with slight 27.70 CM

Seventy Paise Only

watering to facilate rolling and dressing the side

ITEM NO. 5:- Providing and Fixing MS Welded Wire

Mesh of Size 150x150mmx3.8mm diameter

including cutting in required size, fixing in canal Rs. One Hundred Thirty

prism including cover block & binding wire etc Six Only

complete as directed

ITEM NO.6:- Providing & Laying in position

"NOMINAL MIX" cement concrete using cement,

sand and crushed aggregate by mass and machine

mix for C.C./R.C.C work incl. necessary formworks

centering, scaffolding, compaction by vibrator, Rs. Three Thousand

6 8.00 curing as directed with all lead & lift etc complete 3935.00 Nine Hundred Thirty CM

Without Dewatering and excluding cost of steel Five Only

reinforcement. (A) For Foundation concrete /

General purpose (c) C. C. Nominal Mix, M-15 and

ITEM NO.7:- Providing and laying burnt brick

masonary in foundation ordinary portland cement Rs. Five Thousand Forty

7 10.00 mortat 1:5 Proportion including curring etc. 5040.10 CM

& Ten Paise Only

compelte for all leads and lifts

ITEM NO.8:- Providing and laying plain/reinforced

cement concrete lining of Nominal Mix M-15 (MSA-

20 mm),(FOR MAINTENANCE OF EXISTING LINED

CANAL,etc)in bed ,side slopes and curvature

,without slepper & Primer including mixing,

transporting ,placing vibrating,smooth finishing Rs. Three Hundred Sixty

8 1912.00 ,curing,including dewatering where 369.50 SM

Nine & Fifty Paise Only

required.(MANUALLY WITH CONVENTIONAL

MIXER)7.50 cm thick lining in bed/slope-with

ITEM NO.9 :- Providing cement plaster in thickness

and proportion as under including smooth Rs. One Hundred Ninety

9 50.00 finishing, curing,scaffolding etc. complete.For all 193.20 Three & Twenty Paise SM

leads and lifts. Cement Mortor 1:3 proportion (b) 12 Only

ITEM NO.10 (A):- Providing and fixing in position

(different dia) NP2 R.C.C.Pipe with collar including

filling and cauling the joints with cement mortar 1:1

proportion, finshing to design grade and level Rs. Five Hundred Thirty

curing etc. complete for all leads and lifts. (A) NP-2 Five & Eighty Paise Only

class 255 mm dia pipe

ITEM NO.10 (B) :- Providing and fixing in position

(different dia) NP2 R.C.C.Pipe with collar including

filling and cauling the joints with cement mortar 1:1

proportion, finshing to design grade and level Rs. Six Hundred Thirty

11 16.00 curing etc. complete for all leads and lifts. (B) NP-2 635.70 Five & Seventy Paise Rmt

class 300 mm dia pipe Only

Rs. Twelve Lac Twenty Seven Thousand Five Hundred Fourty Three & Twelve Paise Only

I / We am / are willing to carry out the work at………………..% above / below precent.

(Should be written in figure and words) of the estimate reates mentioned above.

Amount of my / our tender works out as under.

Estimated amount put Estimated amout put

to tender Rs……………. to tender Rs……………..

Deduct …………..% Add………………%

below Rs………… Above Rs……………

Net Rs……………….. Total Rs…………….

In words…………………………….. In words………………

Notes 1 - All work shall be carried out as per Public Works Department Handbook and specifications of Division or as directed by

supervisory staff.

Notes 2 - The persons of firm submitting the tender should see that the all the columns in the schedule should be filled in inkand total of

entries in last column should be struck by the contractor under his signature.

Notes 3 - Rates quoted include clearing of site (prior commencement of work and at its close ) in all respects and hold good for work

under all conditions, site, moisture, weather etc.

Note 4 - The meaning of abbreviationss used in units are as under.

CM - Cubic Meter SM - Square Meter RMT - Running Meter

Signature of Contractor Deputy Executive Engineer

Khambhat Irrigation Sub Division