Panam Main Canal

:: SCHEDULE - B ::

Name of work :- Restoration Work of 5L Minor of 32 /RA Distry of PMC.

Memorandum showing the items of works to be carried out.

Item Quantities Item of Work Rates Unit Total Amount

Item Quantities Item of Work Rates Unit Total Amount

No. estimated but according to

may be more In figures In words estimated

Or less quantities

1 17.40 Dismantling the existing foundation concrete including 1155.20 Rupees One CUM

sorting out the dismentalled stuff and stacking the useful Thousand One

material, removing the debris and making good the damages Hundred Fifty Five

etc. complete as and where directed. Cement Concrete And Paise Twenty

2 5327.50 Providing and laying plain / reinforced cement concrete 318.40 Rupees Three Smt

lining with concrete of cement, sand and metal in nominal Hundred Eighteen

mix 1:2:4(M-15) in bed, side slopes and curvature including And Paise Forty Only

batching, mixing, transporting, placing, vibrating, smooth

finishing, curing including dewatering where required for

maintance of canal Patches.5 cm thick lining in bed,side slopes - with

water curing. ( MACHINARY BASED ,WITH OUT PAVER )

3 923.00 Excavation for foundation in all sorts of soil including yellow 107.80 Rupees One Hundred CUM

sandy gravelly soils ,soft & hard murrum etc. in dry Seven And Paise

condition including depositing the excavated stuff in Eighty Only

uniform layers in banks or as and where directed etc.

complete for lead upto 500 m and all lift. (BY MACHINERY)

4 93.25 Providing & Laying in position "NOMINAL MIX" cement 3935.00 Rupees Three CUM

concrete using cement, sand and crushed aggregate by Thousand Nine

mass and machine mix for C.C./R.C.C work incl. necessary Hundred Thirty Five

formworks centering, scaffolding, compaction by vibrator, Only

curing as directed with all lead & lift etc complete Without

Dewatering and excluding cost of steel reinforcement.(c) C.

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

5 25.00 Providing and fixing in position ( different diameter ) I.S.,NP- 2857.70 Rupees Two Rmt

3 class reinforced pipe with caulking the joints with cement Thousand Eight

mortar 1:1 proportion,using jute string soaked in cement Hundred Fifty Seven

slurry, finishing joints and laying pipes to the designed And Paise Seventy

grade and levels, curing etc. complete for all leads and Only

lifts.NP3 900 mm Dia Pipes

6 5327.50 Trimming of the canal section manually for preparing 72.80 Rupees Seventy Two Smt

subgrade for laying cement concrete lining in all sorts of soil And Paise Eighty Only

and murrum including watering and compacting bed etc.

7 1.00 Manufacture Supply and erection of Vertical gate 70988.20 Rupees Seventy No

considering embeded parts as shown in drawings including Thousand Nine

cost of materials ,fabrication,painting erection in position Hundred Eighty Eight

with all accessories etc. complete as per drawing and And Paise Twenty

Specifications. Size as belows Only

Rs Twenty Seven Lakh Thirteen Thousand Eighty Seven Only

Deputy Executive Engineer Executive Engineer

Panam Irrigation Sub Dn.No.3 Panam Irrigation Division

Veganpur Godhra