Restoration and Strengthening Of Odarka Minor Irrigation Scheme Ta.Ghogha, Dist.Bhavnagar

NAME OF WORK:- Restoration and Strengthening Of Odarka Minor Irrigation Scheme Ta.Ghogha, Dist.Bhavnagar

Memorandum of work to be carried out

Itams Estimated Unit Description of Item Rate Per Amount as per

NO quantity In Figure In words estimaed

1 Dismantling stone/brick masonry & stacking of useful and Rupees Six

unuseful material from the dismantled materials as directed hundred

43.00 Cum etc complete. (a) In cement mortar 616.00 sixteen Only Cum

2 Dismantling C.C. foundation or flooring sorting & stacking Rupees Eight

useful and unuseful material in lead upto 200mt as directed hundred

2.00 Cum etc. complete. 828.00 twenty eight Cum

3 Dismantling of RCC work viz. slab, beam, lintel, barrel, Rupees One

staircase, etc. including removing the steel from the thousand

dismantled portion without damage to reinforcement sorting three hundred

3.00 Cum and stacking of useful and unuseful material from the 1362.00 sixty two only Cum

dismantled material as directed etc comp.

4 Excavation in all sort of strata and formations incl. Rupees

depositing the unuseful excavated stuff as and where Seventy nine

directed incl sorting and stacking useful materials as Only

428.00 Cum directed upto lead upto 200 mt and all lift etc. 79.00 Cum

complete incl. dewatering.

A) IN OVERBURDEN INCL. HARD MURRUM.

5 Providing and supplying ISI Mark CI D/F Sluice valve of Rupees One

following class and diameter incl. Tail piece all taxes, lakh ninety

nsurance, transportation, freight charges, octroi, inspection eight

charges, loading, unloading, convenyance to dam site, thousand

2.00 Nos stacking, with all labour work i.e lowering laying and 198869.50 eight hundred Nos

jointing, welding, cement concter work with removing sixty nine and

existing sluice valve/gate etc compl. (A 3) Sluice valve with fifty paisa

ISI mark only, PN-1 with hand/wheel cap operated ALT 1 Only

Type Long Body 600mm Dia.

6 Providing & Laying in position 'NOMINAL MIX' Rupees Three

cement concrete using cement sand and crushed aggregate thousand

by machine mix incl. necessary formworks ,centering three hundred

10.00 Cum ,scaffolding compaction by mechanical vibrator curing 3346.00 forty six Only Cum

as directed with all lead & lift etc

A) Concrete grade 1:3:6 and MSA-40mm(Graded)

7 Providing & Laying in position controlled cement Rupees Five

concrete using cement sand & crushed metal aggregate thousand

by machine mix incl. necessary formworks compaction by seven

mechanical vibratoer curing as directed with all lead and lift hundred three

151.00 Cum etc complete. Excluding the cost of steel. 5703.00 Only Cum

(iv) For conduits & gallaries,shafts and similar works

O) Concrete grade M-25 and MSA-20mm(Graded)

8 Providing and fixing P.V.C. water stops of different size as Rupees Five

below and as per std.drawing and specification. hundred

181.00 Rmt (a) P.V.C. 300mm Wide 596.00 ninety six Rmt

9 Providing,cutting,bending,binding and fixing in position as Rupees

per drawing .TMT BAR , reinforcement for R.C.C. works Seventy six

and anchor bars incl cost of black annealed 16 to 18 BWG thousand five

11.39 MT M.S.. Wire etc.complete with all lead and lift. (b) Fe-500 76574.00 hundred MT

10 Providing and fixing G.I.Pipe railing ( B-class medium Rupees One

duty ) as per design of 1.0 mt height, using 75x75x10 mm thousand nine

size M.S Angle at 2.0 mt c/c for vertical posts and 38 mm hundred forty

39.00 Rmt dia G.I.Pipe for 4 horizontal rows incl one coat of red oxide 1942.00 two Only Rmt

primer & two coats of oil paint etc complete.

11 Providing, fabricating and erecting 60cms wide steel ladder Rupees One

of M.S. angle 50x50x6mm for HR well as per drawing and thousand one

9.00 Rmt design incl one coat of primer and two coat of anti corrosive 1113.00 hundred Rmt

paints etc complete. thirteen Only

12 Providing & fixing chequarred plate (6mm thick) Rupees Ten

platform over RSJ steel beam as per approved drawing thousand one

and design incl all necessary accessories for fixing the hundred

30.18 Sqmt platform with finishing the edge of plate and welding 10176.00 seventy six Sqmt

,primer & epoxy paint etc complete. Only

13 Providing and fixing M.S. round or square bars with M.S. Rupees

flats at required spacings in wooden frams of windows and Seventy

17.00 Sqmt clearstory windows. 70.50 rupees and Sqmt

14 Providing 'fiber glass reinforced plastic' gauge plate of RupeesOne

4mmthickness and of following size with Engraving/pesting thousand nine

bands& figures of following size with necessary clips and hundred

fastnersand fixing the same at thesiteof work etc complete ninety three

25.00 Rmt asdirected incl. scrubbing the wall surface to remove 1993.00 rupees only Rmt

thedeposits gathered at gauge plate by chiseling

whererequired. As per drawing Widthof plate 30cm.,Band

width1.0cm. Column width 1.0cm., Height of figures

15 Providing 1.0 (one ) meter wide steps in on rip rap with RupeesTwo

Trade 30cm, 15cm rise in brick masonry in C.M.1:5 with thousand five

23cm wide Parapet on both the side incl hundred

10mmthickplasterin C.M. 1:3 on expose faces incl 10cm ninety eight

19.00 Rmt thick foundationconcrete M-10, as per drawing with all lead 2598.00 only Rmt

16 Earthwork / Back filling with selected earth brought from Rupees One

outside borrow area or from excavated useful material hundred forty

incl.watering ramming, Compaction with one Only

58.00 Cum pneumatictemping andall lead and lift etc complete. 141.00 Cum

17 Excavation in all sort of strata and formations incl. Rupees One

depositingthe unuseful excavated stuff as and where hundred

38.00 Cum directed inclsorting and stacking useful materials asdirected 176.00 seventy six Cum

upto leadupto 200 mt and all lift etc. complete incl. Only

dewatering.B) in Soft Rock

18 Prov. & Laying in position controlled cement concrete Rupees Five

usingcement, sand and crushed aggregate by machine mix thousand

forR.C.C/CC work incl. necessary formworks thirty one

centeringscaffolding compaction by mechanical Only

380.00 Cum vibrator,curing asdirected with all lead & lift etc complete 5031.00 Cum

Excluding the cost ofreinforcement

For Staunching ring,coping,stilling basin etc and other

general purpose. 2/C) Concrete grade M-20 and MSA-

19 Drilling 25mm dia holes at distance as specified and Rupees Two

depthupto 3.0mt for check dam foundation & fixing anchor hundred fifty

bars ofspecified diameter with cement grout incl cleaning two Only

holes asdirected etc.(excluding cost of bars)

20 Strengthening of existing earthen bund by obtaining earth Rupees One

excluding silt and sand from deepening Minor irrigation hundred four

12591.00 Cum scheme using watering/Pneumatic Temping work etc. 104.93 and Ninety Cum

Complete as suggested by Engineer in charge three paisa

21 Providing and laying dry rubble stone pitching without base Rupees Two

,inverted filter/murrum bedding and header stone hundred fifty

8907.00 Sqmt includinghand packing & trimming & dressing slopes etc 253.00 three Only Sqmt

complete. b)23 cms thick stone pitching

22 Laying 23cms thick dry rubble stone pitching without Rupees One

base,inverted filter/murrum bedding and header stone hundred

1104.00 Sqmt includinghand packing and trimming & dressing slopes etc 123.31 twenty three Sqmt

completeusing dismantled pitching as suggested by and thirty one

Engineer InCharge. Excluding cost of rubble. paisa Only

23 Providing Excavator -200 on Hourly basis. Rupees Two

150.00 Hour 2400.00 Hour

24 Providing & Laying in position 'NOMINAL MIX' Rupees Three

cementconcrete using cement sand and crushed aggregate thousand

bymachine mix incl. necessary formworks eight hundred

2.00 Cum ,centering,scaffolding compaction by mechanical vibrator 3822.00 twenty two Cum

curing asdirected with all lead & lift etc C) Concrete grade Only

1:2:4 andMSA-40mm(Graded)

25 Providing and fixing retro Reflective Engineering grade Rupees

Board using C.R.C. (M.S.) Sheet 2mm, angle iron 75 x 75 Twelve

x6mm. Descaling and degreasing the board as per thousand one

7.00 Sqmt requirement using epoxyprimer epoxy paint and carrying 12170.48 hundred Sqmt

retro reflactive process by screen painting as directed seventy and

etc.complete including transporting and fixing in C.C. 1:4:8 Forty eight

withnecessary excavation curing etc. complete as per I.R.C paisa Only

26 typedesign. (A)

Writing letter orEngineer

figures onGrade

any surface with black japan Rupees Three

paint(stops,comas, hyphens and the like not to be measured and sixty one

per andpaid for separately) (ii) Indian (Letters/Figures) paisa Only

770.00 3.61 per letter percm/ht

27 Providing and Fixing standard steel Doors, windows Rupees Five

andventilatos inwalls with 16 x 3.15 mm longs 10 cm. thousand five

longembeded in Cement Concrete block 15 x 10 x 10 of hundred

3.00 Sqmt 1:3:6 (1-Cement : 3-coarse sand : 6-graded stone aggregate 5572.53 seventy two Sqmt

of20mm size )(AS PER RATE ANALYSIS-2 ) rupees and

28 Structural steel work ( Confirming to IS 4923-1997) riveted, Rupees One

bolted or welded in builtup for all type sections, in framed hundred

work, including cutting, hoisting, fixing in position and thirty one

applying a priming coat of approved steel primer all rupees and

580.00 Kg complete as per the structural designs and directions of 131.83 eighty three Kg

Engineer in charge.Column ( 122 x 61 x 3.6mm ) (R&B. paisa only.

SOR Bhavnagar YR 2024-25, Item No. 20054.)

29 Box cutting the road surface to proper slope and camber Rupees One

formaking a base for road work including removing hundred

785.00 Cum theexcavated stuff and depositing on the road side slope 112.02 twelve and Cum

asdirected upto 50Mt.lead. two paisa

30 Lead of stone for dismantled pitching to be layed in WBM Rupees

layer - Lead upto 2.00 Km Seventy one

615.00 Cum 71.41 and forty one Cum

31 Laying Stone recovered from dismentalled pitching in the Rupees Fifty

Road Sub-Surface to proper Slop and Camber as specified nine only.

1570.00 Sqmt as per Design and Drawing including hand packing etc 59.00 Sqmt

complete with all lead and lift

32 Providing murrum Including Spreading the Same and Rupees One

Dressing the side Slope & top surface in requied grade and hundred sixty

314.00 Cum camber with lead up to 1.00 km etc complete 166.00 six only. Cum

33 lead of murrum for approach road - lead upto 1.00 Km Rupees Thirty

314.00 Cum 38.44 forty four Cum

34 Rolling and consolidating water bound macadam (except Rupees

laterite and Kankar) including watering not exceeding Sixteen and

150mm thickness (Main layer including binding materials ) twenty five

1570.00 Sqmt 16.25 Sqmt

including filling in depressions which occur during the paisa only.

process.(A) With power roller exceeding 8 tonne and not

exceeding 12 tonne.

Rupees Ninety three lakh ninety four thousand eight hundred eighty rupees and seventy five paisa only.

I/ We am /are willing to carry out the work at ……...………% above/below percent

above /below percent ( should be written in figures and words) of the estimated rates mentioned above.

Amount of tender works out as under.

*Estimate amount 9394880.75 *Estimate amount

Put to tender Rs. ……………… Put to tender Rs. …………

Deduct : ………..% below Rs……………….. Add :..: ……....% above Rs…………

Net Rs……………….. Total Rs……………

*( Please strike out whichever is not applicable)

1) All work shall be carried out as per Public Works Department Handbook and other specifications of Division or as directed

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2) All the columns of Schedule should be filled in ink and the total of the entries in the last column should be struck by the contractor

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3) 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.

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4) To be continued on additiional sheets, if found necessary

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Deputy Executive Engineer Executive Engineer

Panchayat Irrigation Sub Division Signature of Contractor. Panchayat Irrigation Division

Bhavnagar Bhavnagar