Renovation and Modernization of minor Canals of Deo Irrigation Scheme -Koprej Minor

Item No. 01 - Clearing the shrubs, like akadas, weeds and other 2.64 Km 5776.00

vegetables including depositing the same outside and burning

1 etc. complete from canal bed, top and both slopes of the banks,

for canal with discharge.

Item No. 02 :- Excavation of canal in all sorts of soil including 294.30 Cmt 369.60

yellow, sand and gravel soils and murrum including depositing

the excavated stuff in uniform layers in banks as and where

2 directed including dressing the section etc. complete for lead

upto 50 m and lift for depth for cutting as under.

(MANUALLY)

CANAL HAVING CAPACITY UPTO 50 Cusec

soft & hard murrum excavated from approved borrow area /

village tanks etc. Including conveying, spreading in uniform

layers, breaking

clods and dressing to the designed canal section etc. with lead

upto 2 k. m. and all lifts.

(By MANUALLY For MAINTENANCE & REPAIRING

Item No. 04 - Compaction for making embankment for canal 1962.00 Cmt 27.70

by laying in regular layers of 15 cm in thickness including

4 breaking clods to 25 mm size incl. light rolling by suitable

rollers with slight watering to facilate rolling and dressing the

side slopes etc.

Item No. 05- Trimming of the canal section manually for 5764.20 Sqm 72.80

preparing sub grade for laying cement concrete lining in all

sorts of soil and murrum including watering and compacting

bed etc. complete.

Item No. 06 - Providing and laying plain / reinforced cement 5764.20 Sqm 369.50

concrete lining of Nominal Mix, M-15, (MSA-20 mm) in bed,

side slopes and curvature, including mixing, transporting,

6 placing, vibrating,

smooth finishing, curing, including dewatering where required.

(MANUALLY WITH CONVENTIONAL MIXER )

7.5 cm thick lining in bed/slope - with water curing.

Item No. 07 - Providing groove and filling expansion joint of 1921.40 Rmt 34.70

size 12 mm wide and 25 mm deep in canal lining during

7 construction with two coats of primer and filled with

bituminious and fine sand in proportion of 2:1, as directed etc.

Item No. 08 :- Excavation for foundation in all sorts of soil 584.52 Cmt 102.40

including yellow sandy gravelly soils ,soft & hard murrum etc.

in dry condition including depositing the excavated stuff in

uniform layers in banks or as and where directed etc. complete

for lead up to 500m and all lift. (BY MACHINERY)

Excluding dewatering.

Item No. 09 :- Providing & Laying in position "NOMINAL 147.80 Cmt 3935.00

MIX" cement concrete using cement, sand and crushed

aggregate by mass and machine mix for C.C./R.C.C work incl.

9 formworks centering, scaffolding, compaction by vibrator,

curing as directed with all lead & lift etc complete Without

Dewatering and excluding cost of steel reinforcement

(A) For Foundation concrete / General purpose

(c) C. C. Nominal Mix, M-15 and MSA-20 mm

Item No. 10 :- Providing & Laying in position "NOMINAL 195.40 Cmt 4439.50

MIX" cement concrete using cement, sand and crushed

aggregate by mass and machine mix for C.C./R.C.C work incl.

10 formworks centering, scaffolding, compaction by vibrator,

curing as directed with all lead & lift etc complete Without

Dewatering and excluding cost of steel reinforcement

(j) For Wing wall / Return wall / Head wall / Coping etc.

C. C. Nominal Mix, M-15 and MSA-20 mm

Item No. 11 :- Providing & Laying in position "NOMINAL 420.00 Sqm 302.00

MIX" cement concrete using cement, sand and crushed

aggregate by mass and machine mix for C.C./R.C.C work incl.

11 formworks centering, scaffolding, compaction by vibrator,

curing as directed with all lead & lift etc complete Without

Dewatering and excluding cost of steel reinforcement

(h) For Wearing Coat, (75 mm thick)

C. C. Nominal Mix, M-15 and MSA - 10 to 20 mm

Item No. 12 :- Providing & Placing in position reinforcement 1.80 MT 82019.00

bars including cutting, bending, welding joints where

necessary, hooking etc. complete as per drawing for all lead

and lifts.

Item No. 13 :- Providing and fixing in position ( different 37.50 Meter 671.80

diameter ) I.S.,NP-3 class reinforced pipe with caulking the

joints with cement mortar 1:1 proportion,using jute string

13 soaked in cement slurry,

finishing joints and laying pipes to the designed grade and

levels, curing etc. complete for all leads and lifts.

NP-3 class 300 mm dia pipe.

Item No. 14 :- Providing and fixing in position ( different 22.50 Meter 1215.50

diameter ) I.S.,NP-3 class reinforced pipe with caulking the

joints with cement mortar 1:1 proportion,using jute string

14 soaked in cement slurry,

finishing joints and laying pipes to the designed grade and

levels, curing etc. complete for all leads and lifts.

NP-3 class 450 mm dia pipe.

Item No. 15 :- Providing and fixing in position ( different 92.50 Meter 2039.60

diameter ) I.S.,NP-3 class reinforced pipe with caulking the

joints with cement mortar 1:1 proportion,using jute string

15 soaked in cement slurry,

finishing joints and laying pipes to the designed grade and

levels, curing etc. complete for all leads and lifts.

NP-3 class 600 mm dia pipe.

Item No. 16 :- Providing and fixing in position ( different 25.00 Meter 535.80

diameter ) NP2 R.C.C. pipe with collar including filling and

caulking the joints with cement mortar 1:1 proportion,

finishing to design grade

and level curing etc. complete for all leads and lifts.

NP-2 class 225 mm dia pipe.

Item No. 17 :- Backfilling the foundation trenches around the 368.02 Cmt 36.90

ramming, compacting etc. complete. (By Machinery)

Item No.:-18 Manufacture, supply and erection of vertical gate 10.00 Nos. 3755.84

consisting gate leaf, stiffeners, rubber seal, embedded parts as

shown in drawings including cost of materials, fabrication,

18 painting, erection in position with all accessories second stage

concret in get complete as per drawing and specifications.

OPEN TYPE GATES.

(Total Amount in words – Fifty Three Lac Twenty Three Thousand One Hundred Thirteen Rupees Ninety Paisa only)

(Total Amount in words – Fifty Three Lac Twenty Three Thousand One Hundred Thirteen Rupees Ninety Paisa only)

Deputy Executive Engineer

Irrigation Project Sub Division No.23

I am/we are willing to carry out the work at % below/above percent (Should be written in figures andwords) of the estimated rates mentioned

above. Amount of My/Our tender works out as under :

Estimated Amount Put to Tender Rs. 5323113.90/- Estimated Amount Put to Tender Rs. 5323113.90/-

Deduct % Below Rs. Add % Above Rs.

Net Rs. Net Rs.

(Rs. In words) (Rs. In words)

(1) All works shall be carried out as per Public works Department, Hand Book and other specifications of the Sub Division or as directed.

(2) All the columns in BOQ should be filled in Offline Tendering System and the total of the entries in last column should bestruck by the

contractor under his digital signature.

(3) Rates quoted include clearance of site (prior commencement of work and at in close) in all respects and hold good for work underall

conditions, site, moisture etc.

(4) The payment shall be made after availability of fund. The contractor has no claim in this regard.

Executive Engineer

Signature of Contractor Vadodara Irrigation Division