Renovation and Modernization minor Canals of Deo Irrigation Scheme - Waghodia-2 Minor of Waghodia Branch Canal

No Figures

1 Clearing the shrubs, like akadas, weeds and other vegetables including depositing

the same outside and burning etc. complete from canal bed, top and both slopes of 5.31 km 5776

the banks, for canal with discharge.

2 Excavation of canal in all sorts of soil including yellow, sand and gravel soils and

murrum including depositing the excavated stuff in uniform layers in banks as and

where directed including dressing the section etc. complete for lead upto 50 m and 479.97 Cmt 369.60

lift for depth for cutting as under. (MANUALLY)

CANAL HAVING CAPACITY UPTO 50 Cusec

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

(By MANUALLY For MAINTENANCE & REPAIRING WORKS)

4 Compaction for making embankment for canal by laying in regular layers of 15 cm in

thickness including breaking clods to 25 mm size incl. light rolling by suitable rollers 3199.80 Cmt 27.70

with slight watering to facilate rolling and dressing the side slopes etc.

5 Trimming of the canal section manually for preparing sub grade for laying cement

concrete lining in all sorts of soil and murrum including watering and compacting 9261.42 Sqm 72.8

bed etc. complete.

6 Providing and laying plain / reinforced cement concrete lining of Nominal Mix, M-

15, (MSA-20 mm) in bed, side slopes and curvature, including mixing, transporting,

placing, vibrating,

smooth finishing, curing, including dewatering where required.

(MANUALLY WITH CONVENTIONAL MIXER )

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

7 Providing groove and filling expansion joint of size 12 mm wide and 25 mm deep in

canal lining during construction with two coats of primer and filled with bituminious 3759.61 Rmt 34.70

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

8 Excavation for foundation in all sorts of soil 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 676.24 Cmt 102.40

and all lift. (BY MACHINERY)

Excluding dewatering.

9 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, curing as directed with all

lead & lift etc complete Without Dewatering and excluding cost of steel 153.05 Cmt 3935.00

reinforcement

(A) For Foundation concrete / General purpose

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

10 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, curing as directed with all

lead & lift etc complete Without Dewatering and excluding cost of steel 178.56 Cmt 4439.50

reinforcement

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

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

11 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, curing as directed with all

lead & lift etc complete Without Dewatering and excluding cost of steel 240 Sqm 302

reinforcement

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

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

12 Providing & Placing in position reinforcement bars including cutting, bending,

welding joints where necessary, hooking etc. complete as per drawing for all lead 1.87 MT 82019

and lifts.

13 Providing and fixing in position ( different diameter ) I.S.,NP-3 class reinforced pipe

with caulking the joints with cement mortar 1:1 proportion,using jute string 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.

14 Providing and fixing in position ( different diameter ) I.S.,NP-3 class reinforced pipe

with caulking the joints with cement mortar 1:1 proportion,using jute string soaked

in cement slurry, 15 Mt 1215.50

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.

15 Providing and fixing in position ( different diameter ) I.S.,NP-3 class reinforced pipe

with caulking the joints with cement mortar 1:1 proportion,using jute string 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.

16 Providing and fixing in position ( different diameter ) NP2 R.C.C. pipe with collar

including filling and caulking the joints with cement mortar 1:1 proportion, finishing

to design grade 40 Mt 535.80

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

NP-2 class 225 mm dia pipe.

excavated stuff including watering, ramming, compacting etc. complete. (By 485.65 Cmt 36.9

Machinery)

18 Manufacture, supply and erection of vertical gate consisting gate leaf, stiffeners,

rubber seal, embedded parts as shown in drawings including cost of materials,

fabrication, painting, erection in position with all accessories second stage concret 16 Nos 3755.84

in get complete as per drawing and specifications.

OPEN TYPE GATES. 0.3 m X 0.3 m.

Total Rs. 72,51,840.80/-

(Total Amount in words – Seventy Two Lac Fifty One Thousand Eight Hundred Forty Rupees Eighty Paise only)

(Total Amount in words – Seventy Two Lac Fifty One Thousand Eight Hundred Forty Rupees Eighty Paise 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. 72,51,840.80/- Estimated Amount Put to Tender Rs. 72,51,840.80/-

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