Construction of Remaining Work of Nani Khavdi to Gagva Mungni Road of Jamnagar Taluka under SCSP MMGSY Yojana Package No. JAM/ SCSP/ MMGSY/ NP/ 2020-21/ P-02. (8th Try)

Name of Work:- Construction of Remaining Work of Nani Khavdi to Gagva Mungni Road of

Jamnagar Taluka under SCSP MMGSY Yojana Package No. JAM/SCSP/MMGSY/NP/2020-21/P-02

Taluka : Jamnagar Dist: Jamnagar.

Memorandam showing the Items of Work to be carried out

Item Quantities Item of work Estimate Rates Unit Total amount

Item Quantities Item of work Estimate Rates Unit Total amount

No. estimated In figures In words according to

1 2.50 Providing all time temporary 470.33 Rupees Four Rmt.

Diversion suitable for Traffic Hundred

during the construction period of Seventy And

the bridge/Cd work by levelling Paise Thirty

existing ground including Three Only

earthwork for embankment and

supplying and spreading WBM in

2 911.45 Earthwork for embankment from 165.59 Rupees One Cum.

borrow area including breaking Hundred Sixty

clods, dressing with all lead and Five And Paise

lift (excluding watering and Fifty Nine Only

consolidation) for all lead and lift.

3 35.75 Earthwork for embankment from 66.05 Rupees Sixty Cum.

borrow pits including breaking Six And Paise

clods, dressing with all lead and Five Only

lift (excluding watering and

consolidation) for all lead and lift.

4 934.79 Rolling and watering of earthwork 17.77 Rupees Cum.

in layers with power roller Seventeen

including filling in depression And Paise

which occur during the process Seventy Seven

as directed. Only

5 599.91 Providing and laying Granular Sub 606.65 Rupees Six Cum.

Base Grade-I C.B.R. not less than Hundred Six

30% by Providing close graded And Paise

materials , consisting of B.T.

Sixty Five Only

crushed stone aggregates 53mm to

@ 20%, 2.36mm to below @ 30%

coarse sand combination and stone

dust /Grit spreading in uniform

layers with motor grader on

prepared surface mixing by mix in

place method with rotovator at OMC

to required dry density including

filling the depressions which

occurred during the process using

vibratory roller 8-T to 10-T complete

as per Clause-401.

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Item Quantities Item of work Estimate Rates Unit Total amount

Item Quantities Item of work Estimate Rates Unit Total amount

No. estimated In figures In words according to

6 824.00 supplying and stacking of 473.23 Rupees Four Cum.

crushed stone aggregates , Hundred

chippings etc of hard stone of 40 Seventy Three

to 63 mm size free of And Paise

disintegrated pieces deleterious Twenty Three

and organic mater (for W.B.M.) Only

and grading as per IRC code with

7 170.00 supplying & stacking of crushed 439.79 Rupees Four Cum.

stone aggregates , chippings etc Hundred Thirty

of hard stone of 6 to 10 mm on Nine And

road side with all lead including Paise Seventy

filing measure boxes. Nine Only

8 78.00 Supplying and stacking of stone 269.10 Rupees Two Cum.

dust as binding materials and Hundred Sixty

filling in boxes with all lead and Nine And

lift. Paise Ten

9 994.00 Spreading the stone aggregates 158.57 Rupees One Cum.

for soiling and W.B.M. including Hundred Fifty

filling the interstices forming the Eight And

surface to required camber and Paise Fifty

gradient as directed. Seven Only

10 78.00 Spreading the stone dust /binding 93.62 Rupees Ninety Cum.

materials filling the gaps in metal Three And

and levelling to camber and Paise Sixty

gradient as directed. Two Only

11 994.00 Rolling and consolidation of 75.75 Rupees Cum.

water Bound macadam using Seventy Five

vibratory Road (Including And Paise

watering).(layer not exceeding Seventy Five

100mm thickness) Only

12 17569.00 Providing and applying primer 18.18 Rupees Sqm.

coat with bitumen emulsion on Eighteen And

prepared surface of granular Paise Eighteen

base including cleaning of road Only

surface and spraying primer @

rate of 0.60 Kg/Sqm using

mechanical means.

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Item Quantities Item of work Estimate Rates Unit Total amount

Item Quantities Item of work Estimate Rates Unit Total amount

No. estimated In figures In words according to

13 1318.00 Providing and laying 37.50mm 1895.67 Rupees One MT.

thick built up spray grout in one Thousand

layers using black crushed stone Eight Hundred

aggregate as per gradation and Ninety Five

specification including using And Paise

bitumen for tackcoat at the rate Sixty Seven

of 2.5Kg/10sqm on surface by Only

mechanical sprayer and bitumen

of VG-10 grade mixing at the rate

of 19.90 Kg/MT by weight of total

mix (i.e. 1.99%) including heating

and mixing the aggregate and

bitumen by continues batching

drum mix plant, transporting the

mix and spreading the same by

paver finished and consolidation

with vibratory roller including cost

of all materials , fuel , labours,

tools and plants using

contractor’s own drum mix plant

and machineries etc complete.

14 923.00 Providing , laying and rolling of 2709.02 Rupees Two MT.

25mm thick open graded premix Thousand

bituminous carpet with BT aggregate Seven

as specified and using bitumen VG-

10 for tackcoat at the rate of

Kg/10 Sqm on BT surface and using

bitumen VG-10 for mixing with Only

aggregate at the rate of 3.36% i.e.

33.60 Kg/MT of total mix including

heating and mixing in drum mix

plant, spreading the same with

paver finisher and consolidation with

vibratory roller including necessary

fire wood , oil, lubricants, labor

charges etc. using contractor’s own

drum mix planet and equipment,

tools etc completed in accordance

with the requirements of

specification .

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Item Quantities Item of work Estimate Rates Unit Total amount

Item Quantities Item of work Estimate Rates Unit Total amount

No. estimated In figures In words according to

15 480.00 Providing and laying seal coat 3054.51 Rupees Three MT.

with B.T. aggregate as specified Thousand Fifty

using aggregate at the rate of Four And

0.18 cum/10 sqmt and bitumen Paise Fifty

Vg-10 for mixing with aggregate One Only

at the rate of 4.5% i.e.

Kg/MT of total mix including

heating and mixing in drum mix

plant and spreading the same by

paver finisher and consolidation

with vibratory roller including

necessary fire wood, oil,

lubricants , labour charges using

contractor’s own drum mix plant,

machineries and equipment

tools etc complete in accordance

with the requirement of

16 89.67 Excavation for foundation in 153.52 Rupees One Cum.

Dese or Hard Soil upto all depth Hundred Fifty

including sorting out and Three And

stacking of useful materials Paise Fifty

and disposing off the excavated Two Only

stuff upto all elad and lift.

17 84.02 Excavation for foundation in Hard 261.59 Rupees Two Cum.

murrum up to all depth including Hundred Sixty

sorting out and stacking of One And Paise

useful materials and disposing Fifty Nine Only

off the excavated stuff upto all

18 14.24 Excavation for foundation in Hard 369.66 Rupees Three Cum.

Murrum and boulders and very Hundred Sixty

stiff or sitcky clay and other Nine And

similar strata including sorting , Paise Sixty Six

strulting , dewatering as Only

necessary and disposing of

excavated stuff as directed upto

all lead and lift.

19 0.60 Excavation in large boulders and 433.29 Rupees Four Cum.

soft rock by welding including Hundred Thirty

shoring, strutting and dewatering Three And

as necessary and disposing of Paise Twenty

the excavated stuff as directed Nine Only

upto all lead and lift.

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Item Quantities Item of work Estimate Rates Unit Total amount

Item Quantities Item of work Estimate Rates Unit Total amount

No. estimated In figures In words according to

20 0.79 Excavation in hard rock by dry- 1013.03 Rupees One Cum.

wet prohibited blasting and Thousand

chiselling including dewatering Thirteen And

preparing foundation base by Paise Three

proper benching and stepping Only

and disposing of the excavated

stuff as directed up to all lead

21 93.22 Providing and filling in foundation 2110.90 Rupees Two Cum.

with ordinary Cement concrete M- Thousand One

100 mix and providing necessary Hundred Ten

vertical pin headers including And Paise

formwork, vibrating, ramming and Ninety Only

curing complete.

22 143.42 Providing & casting in situ 2926.82 Rupees Two Cum.

ordinary cement concrete M-200 Thousand

mix and providing necessary pin Nine Hundred

headers including shuttering, Twenty Six

scaffolding, laying, vibrating, And Paise

curing and finishing complete Eighty Two

without V-Groves for all height. Only

23 0.62 Providing and casting in situ 3212.81 Rupees Three Cum.

ordinary cement concrete M-200 Thousand Two

for R.C.C. works in pier cap Hundred

abutment cap and dirt wall Twelve And

including controlled cement Paise Eighty

concrete M-250 Bed block or One Only

pedestal or required size below

bearings as per detailed

drawings, centering, shuttering,

scaffoldiring, wherever

necessary, laying vibrating curing

24 282.00 and finishing

Providing complete.

& laying weep hole in 52.41 Rupees Fifty No.

Aburtments, and returns by using Two And Paise

A.C. pipe of 100mm including Forty One Only

laying in proper grede and

jointing the completed as per

detailed specification.

25 0.46 Providing and casting in situ 3292.72 Rupees Three Cum.

ordinary Cement concrete M-250 Thousand Two

for R.C.C. solid slab including Hundred

centering, scaffolding curing Ninety Two

and finishing complete. And Paise

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Item Quantities Item of work Estimate Rates Unit Total amount

Item Quantities Item of work Estimate Rates Unit Total amount

No. estimated In figures In words according to

26 0.20 Providing 12mm thick Pre- 733.26 Rupees Seven Sqm.

moulded asphalt filler joints as Hundred Thirty

per drawings. Three And

27 1.93 Providing and casting in situ 3104.86 Rupees Three Cum.

ordinarycement concrete M-250 Thousand One

for average 75 mm thick Hundred Four

wearing coat laid as directed And Paise

including tamping ,vibrating, Eighty Six

finishing, curing and filling in Only

joints with bitumen complete.

28 5.17 Providing and casting in situ

Rupees Two Cum.

ordinary cement concrete Thousand

concrete M-250 for approach Nine Hundred

slab including formwork curing Ninety Four

and finishing complete. And Paise

29 7.98 Providing and laying in position 44653.11 Rupees Forty MT.

FE 415 TMT bar reinforcement Four

including cutting, bending, Thousand Six

hooking and tying complete as Hundred Fifty

per detailed drawings for all Three And

concrete items. Paise Eleven

30 13.43 Providing and laying - Fitter 749.42 Rupees Seven Sqm.

Media 600mm thick directed at Hundred Forty

the back of abutments, returns Nine And

and wing walls as per detailed Paise Forty

specifications. Two Only

31 43.00 Providing parapet of cast in situ 674.68 Rupees Six Cum.

ordinary cement concrete M-200 Hundred

as per detailed drawings with Seventy Four

necessary reainforcement And Paise

including, shuttering, laying Sixty Eight

vibrating and finishing to line and Only

level complete.

32 395.22 Providing & casting in situ 2590.56 Rupees Two Cum.

ordinary cement concrete M-150 Thousand Five

mix and providing necessary pin Hundred

headers including shuttering, Ninety And

scaffolding, laying, vibrating, Paise Fifty Six

curing and finishing complete Only

without V-Groves for up to all

6 of 11 2. SCH B Revised Nani Khavdi.xlsx.xls

Item Quantities Item of work Estimate Rates Unit Total amount

Item Quantities Item of work Estimate Rates Unit Total amount

No. estimated In figures In words according to

33 100.90 Providing and casting in situ 3074.92 Rupees Three Cum.

ordinary trimix cement concrete Thousand

M-250 for average 200mm thick Seventy Four

road work laid as directed And Paise

including adding super platisizer Ninety Two

admixture of IS make and Only

providing and laying M.S. side

rail of road thickness with

necessary nut bolts plates fixing

as per width applying plate

vibrator (electric or diesel) on

channel compressor with vacuum

dewatering system by using all

necessary equipments and

materials and machinery such as

running screed vibrator on

prelaid M.S. channel for leveling

,Vacume pump, floating and

power towelling etc with filling the

joints with bitumen as directed

34 61.00 Applying two coats of putty & two 47.87 Rupees Forty Sqm.

coats of primer of approved Seven And

brand and manufacture on new Paise Eighty

wall surface to give an even Seven Only

shade including thoroughly

brushing the surface free from

mortar dropping and other foreign

matter and sand papered

35 8.00 Supplying and fixing reinforced 4477.48 Rupees Four Rmt.

concrete heavy duty 1200mm dia Thousand

NP-3 pipes with collars for Four Hundred

culverts including setting and Seventy Seven

joining the pipes in C.M. 1:2 And Paise

watering and laying with all lead Forty Eight

36 2.00 Providing and fixing flood gauge 1503.47 Rupees One No.

marks of C angle size 100mm x Thousand Five

50mm x 6mm thick of length Hundred Three

1.50mt height fixed in head wall And Paise

0.50mt and 1.00mt outside with Forty Seven

painting and lettering as directed. Only

37 6.00 Providing and fixing ordinary 490.86 Rupees Four No.

Kilometer stone of precast C.C. Hundred

1:2:4 including necessary Ninety And

reinforcement as per I.R.C. type Paise Eighty

design in C.C. 1:4:8 including Six Only

painting,lettering etc. complete.

7 of 11 2. SCH B Revised Nani Khavdi.xlsx.xls

Item Quantities Item of work Estimate Rates Unit Total amount

Item Quantities Item of work Estimate Rates Unit Total amount

No. estimated In figures In words according to

38 1.00 Providing and fixing 5th 1354.41 Rupees One No.

Kilometer stone of precast C.C. Thousand

1:2:4 including necessary Three Hundred

reinforcement as per I.R.C. type Fifty Four And

design in C.C. 1:4:8 including Paise Forty

painting,lettering etc. complete One Only

(For N.H., S.H. and M.D.R.)

39 20.00 Providing and fixing Hectometer 269.67 Rupees Two No.

fixing in C.C. 1:5:10 as per I.R.C. Hundred Sixty

type design including painting, Nine And

lettering etc. complete. Paise Sixty

40 310.00 Providing and fixing guard stone 62.62 Rupees Sixty No.

in earth as per I.R.C. type design Two And Paise

including white washing etc. Sixty Two Only

41 3.00 Providing and fixing Village name 3593.58 Rupees Three No.

boards as per standard I.R.C. Thousand Five

type design of steel plate Hundred

including painting lettering etc. Ninety Three

complete with fixing in C.C. 1:4:8 And Paise Fifty

block with necessary excavation. Eight Only

42 223.00 Providing and fixing indicator 110.09 Rupees One No.

stone fixing in earth of approved Hundred Ten

stone as per I.R.C. type design in And Paise

C.C. 1:4:8 including white Nine Only

washing etc. complete.

43 3.00 Providing and fixing Junction 5193.42 Rupees Five No.

board of M.S. plates and angles Thousand One

as per standard I.R.C. design Hundred

including fixing in C.C. 1:4:8 with Ninety Three

necessary excavation painting And Paise

figuring and lettering on board Forty Two Only

8 of 11 2. SCH B Revised Nani Khavdi.xlsx.xls

Item Quantities Item of work Estimate Rates Unit Total amount

Item Quantities Item of work Estimate Rates Unit Total amount

No. estimated In figures In words according to

44 2.00 Providing and fixing of typical 8769.60 Rupees Eight No.

MMGSY Project informatory sign Thousand

board with Logo as per MORD Seven

specifications and drawing. Hundred Sixty

Three MS plates of 1.6mm thick, Nine And

top and middle plate duly welded Paise Sixty

with MS flat iron 25 x 5mm size Only

on back on edges. The lower

plate will be welded with MS

angle iron frame of

25mmx25mmx5mm , The angle

iron frame of the lower most plate

and lfat iron frame of middle plate

will be welded 2 nos. 75 x 75mm

of 12SWG sheet tubes posts

duly embedded in cement

concrete M-15 grade block of

below ground level . The top

most diamond plate will be

welded to middle plate by 47mm

x 47mm of 12SWG steel plate

tube . All M.S. will be stove

enamelled on both sides.

Lettering and printing arrows,

board etc will be painted with

ready mixed synthetic enamel

paint of superior quality in

45 16.00 Supplying and fixing Reflective 3196.65 Rupees Three No.

type road sign board of M.S. Thousand One

plates and angle iron including Hundred

painting, lettering etc. complete Ninety Six And

including fixing in C.C. 1:4:8 with Paise Sixty

necessary excavation etc. Five Only

complete as per I.R.C. type

9 of 11 2. SCH B Revised Nani Khavdi.xlsx.xls

Item Quantities Item of work Estimate Rates Unit Total amount

Item Quantities Item of work Estimate Rates Unit Total amount

No. estimated In figures In words according to

46 2.00 Hazard Marker Sign :-Providing 2935.06 Rupees Two No.

and fixing sing boards made out Thousand

of 2mm aluminium sheet; size 90 Nine Hundred

x 30cms. rectangle as as per the Thirty Five And

design/drawing attached (IRC) Paise Six Only

pretreated with phospheting

process & acid etching; coated

with one coat of epoxy primer

and two coats of best quality

epoxy paint; reflectorised with

retro refiective sheeting as per

latest M.O.S.T. Specifications;

3.1m long stand post and frame

fabricated from suitable size iron

angle of 35 x 35 x 3mm & 50 x

50 x 5mm painted with best

quality epoxy coatings The fixing

at site shall be in 1:2:4

CC block of size 45x45x 60cms.

for each leg. including excavation

curing etc. complete under the

supervision of engineer in

charge.(B)High Intensity Grade

47 2.00 Informatory Signs :-Providing and 3214.83 Rupees Three No.

fixing sing boards made out of 2mm Thousand Two

aluminium sheet; size 80 x 60cms. Hundred

rectangle as per the design of IRC-

67-1977 pre treated with

phospheting process & acid teching;

coated with one coat of epoxyprimer Three Only

and two coats of best qualityepoxy

paint; reflectorised with retro

refiective sheeting as per latest

M.O.S.T. Specifications; 3.1m long

stand postand frame fabricated from

suitable sizeiron angle of 35 x 35 x

3mm75x75x6mm as required;

painted with best qualityepoxy

coatings in black and whitebends.

the details of symbol for eachboard

shall details of symbol for eachboard

shall be as per the instruction

ofengineer in charge. The fixing at

site shall be in 1:2:4 CC block of

size 45 x45 x 60cms. for each leg.

including excavation curing tec.

complete under the supervision of

engineer in charge.(A) Engineer

10 of 11 2. SCH B Revised Nani Khavdi.xlsx.xls

Item Quantities Item of work Estimate Rates Unit Total amount

Item Quantities Item of work Estimate Rates Unit Total amount

No. estimated In figures In words according to

Rs Words: Rupees One Crore Six Lakh(s) Seventy Six Thousand Two Hundred Thirty One And

Paise Eighty Seven Only

I / We am / are willing to carryout the work at ………………………% (…………………………………………………%)

Above/Below percent (Should be written in figure and words) of the Estimated rates mentioned above. Amount of my tender works

Estimated Amount 10,676,231.87 Estimated Amount

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

Add ………% Above Rs…………………… Add ………% Below Rs……………………

Net Rs…………………… Net Rs……………………

Executive Engineer

Panchayat (R & B) Division Signature of Contractor

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

Division or as directed.

2 All the columns is Schedule should be filled in ink and the total of the entries in the last column

should be struck by the contractor under his signature.

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.

4 The contractor shall exhibit the board at site of work with the details of works, Tender amount and

specification as per Govt. Circular No. BBG / 3277 / 1657 / N, Dt.26-4-78 and as per G.R.No. TNC -

1090-24-C, Dt.18-11-91, as directed by Engineer-in-charge of the works, exhibit board at site of

work, for which contractor is not entitiled for any extra payment.

5 Contractor shall even " NIL " percentage, if no deduction is offered.

6 One percent of work done amount of this work shall be recovered from the contractor payment as "

Labour Cess " in terms of the Guajarat Govt. gazette extra ordinary dt. 12/12/2004 implementation of

building and other construction works.(Regulation of employment & condition of service act

7 Testing of materials shall be as per statement attched for quality control. The material shall be tested

in GERI bill for the testing charge shall be paid by the Department and 1 % (One percent) of amount

put to tender after deduction of cost of material as per scheule-A shall be recovered from the

contractor's running Bill as per GR of R.& B. Dept. No.TNC / 1085 / 4 / C Dt. 20-12-91 & modified

R.& B. Dept. Circular No.SSR / 10000092-IB-12910-C Dt.16-10-95.

Signature of Contractor :

Executive Engineer

D.E.E Panchayat ( R & B ) Division,

Jamnagar Jamnagar

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