Repair and Maintenance Works for Vada Talav Minor Irrigation Scheme (Part-2) (Canal and related Structures) in Santrampur Taluka of Mahisagar District

NAME OF WORK: REPAIR AND MAINTENANCE WORKS FOR VADA TALAV MINOR IRRIGATION SCHEME (PART-2), (CANAL AND

RELATED STRUCTURES), TALUKA: SANTRAMPUR, DIST: MAHISAGAR

Memorandum showing items of work to be carried out

Quantities Estimated Estimated Rates

Item Total amount according

Item Total amount according

but may be more or Item of work In Figure Unit

No. In Words to estimated Quantities

Clearing of Canals for jungle cutting Removing and

destroying the thick "Ghabajaria" ," Panfuti "etc. from the

Thirty Six Thousand Three

1 0.94 Canal/Drain bed under the water pool alongwith rolls incl. 36387.00 Km

Hundred Eighty Seven Rupees

cutting carrying it away as directed and burning the same

etc. complete.(By Machinery) Between 21 to 250 Cusec.

Clearing the silt from the canal/drain bed by a digging the

same to the required bed level and gradient including

depositing the excavated earth regularly in spoil bank for Two Hundred Two Rupees and

utilizing the same preparing the banks after breaking clods Twenty Paise

as and where directed for all leads and lifts. For Canals

Between 21 to 250 Cusec. & 0 to 1.5 m lift.

Dismantalling the C.C. lining including including disposing

3 1014.00 off the dismentalled materials as directed etc. complete. 86.50 Eighty Six Rupees and Fifty Paise Sqmt

(a)7.50 cm thick

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

Four Thousand Four Hundred

formworks centering, scaffolding, compaction by vibrator,

4 74.46 4439.50 Thirty Nine Rupees and Fifty Cum

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

Main canal = 45.60 Cu.m

Pipe Outlet = 2.44 Cu.m

Pipe Culvert = 19.70 + 6.72 = 26.42 Cu.m

Trimming of the canal section manually for preparing sub

grade for laying cement concrete lining in all sorts of soil and Seventy Two Rupees and Eighty

murrum including watering and compacting bed etc. Paise

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, Three Hundred Sixty Nine

vibrating, smooth finishing, curing, including dewatering Rupees and Fifty Paise

where required. (MANUALLY WITH CONVENTIONAL MIXER )-

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

Providing groove and filling expansion joint of size 12 mm

wide and 25 mm deep in canal lining during construction Thirty Four Rupees and Seventy

with two coats of primer and filled with bituminious and fine Paise

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

Dismantling the existing stone masonry including sorting out

and stacking the useful material and removing the debries Seven Hundred Fifty Rupees and

and making good the damages etc. complete as directed. In Ninety Paise

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 Six Hundred Seventy One Rupees

slurry, finishing joints and laying pipes to the designed grade and Eighty Paise

and levels, curing etc. complete for all leads and lifts. NP-3

class 300 mm dia pipe.

Main canal = 35.00 Cu.m

Pipe Outlet = 28.00 Cu.m

Excavation of canal in all sorts of soil including soft and hard

murrum including depositing the excavated stuff in uniform

layers in canal banks or as and where directed etc complete One Hundred Nine Rupees and

in varying lead upto 500 m and with all lifts. ( By Machinery) Fifty Paise

CANAL HAVING CAPACITY up to 300 Cusec. Including

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, Three Thousand Three Hundred

curing as directed with all lead & lift etc complete Without Forty Six Rupees

Dewatering and excluding cost of steel reinforcement. (A)

For Foundation concrete / General purpose. (a) C. C. Nominal

Mix, M-10 and MSA-40 mm.

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, Three Thousand Seven Hundred

curing as directed with all lead & lift etc complete Without Fifty Four Rupees

Dewatering and excluding cost of steel reinforcement. (A)

For Foundation concrete / General purpose. (d) C. C. Nominal

Mix, M-15 and MSA-40 mm.

Main canal = 1.12 Cu.m

Pipe Culvert = 5.76 Cu.m

Quantities Estimated Estimated Rates

Item Total amount according

Item Total amount according

but may be more or Item of work In Figure Unit

No. In Words to estimated Quantities

New / Reparing of steel gate including providing basic steel

One Hundred Twenty Seven

13 4.00 material; M.S. Shaft plate, angles, channels etc. incl. fabriction 127.20 Kg

Rupees and Twenty Paise

transporting to site & erection and painting etc. complete.

Excavation for foundation in all sorts of soil including yellow

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

One Hundred Seven Rupees and

14 77.33 including depositing the excavated stuff in uniform layers in 107.80 Cum

banks or as and where directed etc. complete for lead up to

500m and all lift. (BY MACHINERY) Including dewatering.

Sand filling in foundation in between top and bottom plug in Five Hundred Fifty Three Rupees

layers including compacting as directed. and Sixty Paise

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 Two Thousand Eight Hundred

16 10.00 slurry, finishing joints and laying pipes to the designed grade 2857.70 Fifty Seven Rupees and Seventy Rmt

and levels, curing etc. complete for all leads and lifts. (e) NP- Paise

3 class 900 MM dia pipe.

Providing & Placing in position reinforcement bars

including cutting, bending, welding joints where necessary, Eighty Two Thousand Nineteen

hooking etc. complete as per drawing for all lead and lifts. Rupees

TMT / CRS (FE 500 D)

Total Cost (Rs.)

I/We am/are willing to carry out the work at…............................................................ % above/below percent (Shouldbe written in figures and words) of the

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

In words In words

Contractor Executive Engineer