Panam High Level Canal

Item No 1: Clearing the canal Banks

outer and inner Slopes by Jungle

Cutting ,removing Vegetation, Rupees Ten

1 Ghabajaria,Trees,etc. along with 1736.000 Sq.mt 10.30 And Paise

burning it's and carrying away as and Thirty Only

where required and as directed etc.

completed by machineries.

Item No.2: Dismantling the existing

foundation concrete including sorting

out the dismentalled stuff and Rupees One

stacking the useful material, removing Thousand One

2 80.150 Cum 1155.20 Hundred Fifty

the debris and making good the Five And Paise

damages etc. complete as and where Twenty Only

directed. Cement Concrete

Item No.3:Dismantling the R.C.C. work

Rupees One

and disposing off the stuff including

stacking of the useful materials etc. Seven Hundred

3 complete as directed.Light 218.750 Cum 1732.80

Thirty Two And

Reinforcement ( Main bar upto 16 Paise Eighty

mm. dia. ) Only

Item No.4:Dismantling the existing

R.C.C. Pipes including sorting out and

Rupees Eight

stacking of the useful materials of the Hundred Sixty

4 following diameters including refilling 52.500 Rmt 866.40

Six And Paise

the trenches etc. complete as directed Forty Only

.(iii)600 mm. to 900 mm.

Item No.5:Dismantling the existing

R.C.C. Pipes including sorting out and Rupees One

stacking of the useful materials of the Thousand Two

5 following diameters including refilling 35.000 Rmt 1270.70

Seventy And

the trenches etc. complete as directed Paise Seventy

.(iv)1000 mm. to 1200 mm. Only

Item No. 6:Diversion of water course,

providing cofferdam and bund or

island as may be necessary for

Rupees Two

foundation and maintaining the same

6 1.000 Job 202000.00 Lakh(s) Two

for the period as may be necessary. Thousand Only

(B) Diversion by cofferdam/Island (F)

Abutment right (including returns /

wing walls)

Item No.7: Excavation for foundation

in all sorts of soil including yellow

sandy gravelly soils ,soft & hard

murrum etc. in dry condition including Rupees One

depositing the excavated stuff in Hundred Seven

uniform layers in banks or as and And Paise

where directed etc. complete for lead Eighty Only

up to 500m and all lift. (BY

MACHINERY)including dewatering.

Item No. 8: 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, Rupees Three

Thousand Nine

8 scaffolding, compaction by vibrator, 79.390 Cum 3935.00

Hundred Thirty

curing as directed with all lead & lift Five Only

etc complete Without Dewatering and

excluding cost of steel reinforcement.

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

Item No.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, Rupees Four

scaffolding, compaction by vibrator, Thousand Four

9 219.060 Cum 4439.50 Hundred Thirty

curing as directed with all lead & lift Nine And Paise

etc complete Without Dewatering and Fifty Only

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. 10: Providing & Laying in

position "DESIGN MIX" cement

concrete using cement sand and

crushed aggregate for C.C./ R.C.C

work by "FLORI" including necessary

formwork, centering, scaffolding,

compaction by vibrator, curing as Rupees Five

Thousand Six

10 directed with all lead & lift etc 274.410 Cum 5642.00

Hundred Forty

complete without dewatering and Two Only

excluding the cost of steel

reinforcement.E) For Column / Beam /

Solid Slab of Road Bridge / Barrel /

Cutoff wall etc.(q) Concrete grade M-

25 and MSA-20 mm

Item No. 11 :-Fabricating supplying

and erecting steel truss including

walkway platform fitting of chequered

plate, railling etc. complete including Rupees One

Lakh(s) Twenty

cost of materials, fabrication cutting,

11 9.140 M.T 120662.00 Thousand Six

welding etc. and painting with one Hundred Sixty

primer coat and two costs of Two Only

anticorrosive paint etc. comp. as per

drawing and specification

Item No.12: Providing & Placing in

position reinforcement bars including

Rupees Eighty

cutting, bending, welding joints where

12 6.170 M.T 82019.00 Two Thousand

necessary, hooking etc. complete as Nineteen Only

per drawing for all lead and lifts. TMT

/ CRS (FE 500 D)

Item No. 13:-Providing and supplying

D. I. pipes for following nominal bore

diameter with internal cement mortar

lining including all taxes, insurance, Rupees

transportation, freight charges, octroi, Eighteen

inspection charges, loading, 33.000 Rmt 18581.00 Thousand Five

Hundred Eighty

unloading, conveyance to One Only

departmental stores, stacking etc.

complete. (IS 8329-2000).DI Pipe K-7-

900 mm dia pipe..

Item No. 14:-Providing and making

flanged joints to flanged DI / C.I. pipes

of all classes/specials etc. including Rupees Six

cost of all jointing materials rubber

14 33.000 Rmt 6013.54 Thirteen And

packing, nut bolts. inciduing lowering Paise Fifty Four

laying jointing labour hydraulic testing Only

etc. complete.

Item No.15:-Providing and fixing in

position ( different diameter ) I.S.,NP-

3 class reinforced pipe with caulking

Rupees Two

the joints with cement mortar 1:1

Thousand Eight

proportion,using jute string soaked in Hundred Fifty

15 cement slurry, finishing joints and 7.500 Rmt 2857.70

laying pipes to the designed grade and Paise Seventy

levels, curing etc. complete for all

leads and lifts. NP-3 class 900 MM dia

Item No.16:-Providing and fixing in

position ( different diameter ) I.S.,NP-

3 class reinforced pipe with caulking

the joints with cement mortar 1:1 Rupees Five

Thousand Nine

proportion,using jute string soaked in

16 52.500 Rmt 5955.30 Hundred Fifty

cement slurry, finishing joints and Five And Paise

laying pipes to the designed grade and Thirty Only

levels, curing etc. complete for all

leads and lifts. NP-3 class 1200 MM

Item No.17: Providing and fixing post

and 40 mm dia pipe railing as per

detailed drawing including angle iron

post of size 80mm x 50mm x 10mm Rupees Two

Thousand One

fixed in C.C. block (M-15MSA-20mm)

17 70.000 Rmt 2165.10 Hundred Sixty

of size 0.30 m x 0.30 m x 0.30 m etc. Five And Paise

as per specifications including 3 coats Ten Only

of oil painting to steel work and as

directed etc. comp. (a) Three raw.

Item No.18:Providing and fixing in

position P.V.C. heavy duty water stops

in barrels, troughs and wing walls with

25 mm wide expansion joint as shown Rupees Five

Hundred Eighty

in drawing including filling the joints

18 60.000 Rmt 587.70 Seven And

with asphalt pad or bitumen cork Paise Seventy

board of approved quality. Only

(a) 225 mm WIDE P.V.C. WATER STOP

Item No.19:-Earth work in

& hard murrum excavated from

approved borrow area / village tanks

etc. Including conveying, spreading in Rupees One

Hundred Ten

19 uniform layers, breaking clods and 253.580 Cum 110.80

dressing to the designed canal section Eighty Only

etc. with lead upto 500m and all lifts

(for canals having capacity up to

Cusec) ( By Machinery )

Item No.20:Dismantling the C.C. lining

Rupees Eighty

including including disposing off the

20 324.000 Sq.mt 86.50 Six And Paise

dismentalled materials as directed Fifty Only

etc. complete..

Item No.21:Trimming of the canal

section manually for preparing sub

Rupees Seventy

grade for laying cement concrete

21 972.000 Sq.mt 72.80 Two And Paise

lining in all sorts of soil and murrum Eighty Only

including watering and compacting

bed etc. complete.

Item No.22: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, Rupees Three

placing, vibrating, smooth finishing, Hundred Sixty

curing, including dewatering where Nine And Paise

required. (MANUALLY WITH Fifty Only

CONVENTIONAL MIXER )

7.5 cm thick lining in bed/slope - with

water curing.

Item No.23:Clearing the silt from the

canal/drain bed by a digging the same

to the required bed level and gradient

including depositing the excavated Rupees Two

Hundred Thirty

23 earth regularly in spoil bank for 464.000 Cum 231.10

One And Paise

utilizing the same preparing the banks Ten Only

after breaking clods as and where

directed for all leads and lifts.

Item No.24: Providing 230 mm thick

pucca rubble pitching in C.M. 1:5 Rupees Seven

proportion over 10mm bedding of Hundred Sixty

24 same mortar with the surface pointed 480.000 Sq.mt 767.80 Seven And

with cement mortar of 1:3 proportion Paise Eighty

etc. complete for all leads and lifts.

Total………..

Say Rs.

IN WORDS : Rupees Seventy Five Lakh(s) Seventy Nine Thousand Two Hundred Three Only

Deputy Executive Engineer

Panam Highlevel Canal Sub Div. no.3

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

the estimated rate mentioned above. Amount of my /our tender works out as under.

* Estimated amount

Rs. …………… put to tender Rs. …………

Add …….%above Rs. …………

Rs ……………. Net Rs. …………

In words ………………………………..

All work shall be carried out as per Public Works Department Handbook and other specifications of

Division or directed.

All the columns in schedule should be filled in ink and the total of the entries in the last coulmn

should be struck by the contractor under his signature.

Rates quoted include clearance 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.

To be continued on additional sheets, if found necessary.

Executive Engineer

Panam Project Division