Construction Of Amra – Shapar Road Of Jamnagar Taluka Under MMGSY Yojana Package No. JAM/ BUJ/ MMGSY/ NP/ 2021-22/ P-10. (Remaining Work) (8th Try)

Name of Work:- Construction of Amra-Shapar Road of Jamnagar Taluka under MMGSY Yojana

Package No. JAM/ BUJ/ MMGSY/ NP/2021-22/P-10 (Remaining Work )

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

but may be estimated

1 688.41 Earthwork for embankment 165.64 Rupees One Cum.

from borrow area including Hundred

breaking clods, dressing with Sixty Five

all lead and lift (excluding And Paise

watering and consolidation) Sixty Four

for all lead and lift. Only

2 498.00 Earthwork for embankment 66.05 Rupees Sixty Cum.

from borrow pits including Six And Paise

breaking clods, dressing with Five Only

all lead and lift (excluding

watering and consolidation)

for all lead and lift.

3 1318.41 Rolling and watering of 17.77 Rupees Cum.

earthwork in layers with Seventeen

power roller including filling in And Paise

depression which occur Seventy

during the process as Seven Only

4 63.48 Providing and laying Granular 608.40 Rupees Six Cum.

Sub Base Grade-I C.B.R. not less Hundred

than 30% by Providing close Eight And

graded materials , consisting of Paise Forty

B.T. crushed stone aggregates

2.36mm @ 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.

1 of 12 Remaining DTP of MMGSY P-10 11-25.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

but may be estimated

5 232.50 supplying and stacking of 491.32 Rupees Four Cum.

crushed stone aggregates , Hundred

chippings etc of hard stone of Ninety One

40 to 63 mm size free of And Paise

disintegrated pieces Thirty Two

deleterious and organic mater Only

(for W.B.M.) and grading as

per IRC code with all lead.

6 48.50 supplying & stacking of 456.42 Rupees Four Cum.

crushed stone aggregates , Hundred Fifty

chippings etc of hard stone of Six And Paise

6 to 10 mm on road side with Forty Two

all lead including filing Only

7 22.50 Supplying and stacking of 285.74 Rupees Two Cum.

stone dust as binding Hundred

materials and filling in boxes Eighty Five

with all lead and lift. And Paise

8 281.00 Spreading the stone 158.57 Rupees One Cum.

aggregates for soiling and Hundred Fifty

W.B.M. including filling the Eight And

interstices forming the Paise Fifty

surface to required camber Seven Only

and gradient as directed.

9 22.50 Spreading the stone dust 93.62 Rupees Cum.

/binding materials filling the Ninety Three

gaps in metal and levelling to And Paise

camber and gradient as Sixty Two

10 281.00 Rolling and consolidation of 75.75 Rupees Cum.

water Bound macadam using Seventy Five

vibratory Road (Including And Paise

watering).(layer not Seventy Five

exceeding 100mm thickness) Only

2 of 12 Remaining DTP of MMGSY P-10 11-25.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

but may be estimated

11 13013.00 Providing and applying primer 18.18 Rupees Sqm.

coat with bitumen emulsion Eighteen And

on prepared surface of Paise

granular base including Eighteen

cleaning of road surface and Only

spraying primer @ rate of

0.60 Kg/Sqm using

mechanical means.

12 976.00 Providing and laying 37.50mm 1904.60 Rupees One MT.

thick built up spray grout in Thousand

one layers using black Nine

crushed stone aggregate as Hundred

per gradation and Four And

specification including using Paise Sixty

bitumen for tackcoat at the Only

rate of 2.5Kg/10sqm on

surface by 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.

3 of 12 Remaining DTP of MMGSY P-10 11-25.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

but may be estimated

13 684.00 Providing , laying and rolling of 2717.22 Rupees Two MT.

25mm thick open graded premix Thousand

bituminous carpet with BT Seven

aggregate as specified and using Hundred

bitumen VG-10 for tackcoat at the

rate of 2.5 Kg/10 Sqm on BT

surface and using bitumen VG-10

for mixing with aggregate at the

rate of 3.36% i.e. 33.60 Kg/MT of Only

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 .

14 355.00 Providing and laying seal coat 3062.33 Rupees MT.

with B.T. aggregate as Three

specified using aggregate at Thousand

the rate of 0.18 cum/10 sqmt Sixty Two

and bitumen Vg-10 for mixing And Paise

with aggregate at the rate of Thirty Three

4.5% i.e. 45.00 Kg/MT of total Only

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

4 of 12 Remaining DTP of MMGSY P-10 11-25.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

but may be estimated

15 282.00 Excavation for foundation in 153.52 Rupees One Cum.

Dense or Hard Soil upto all Hundred Fifty

depth including sorting out Three And

and stacking of useful Paise Fifty

materials and disposing off Two Only

the excavated stuff upto all

16 252.00 Excavation for foundation in 261.59 Rupees Two Cum.

Hard Murum upto all depth Hundred

including sorting out and Sixty One

stacking of useful And Paise

materials and disposing off Fifty Nine

the excavated stuff upto all Only

17 227.00 Providing and filling in 2110.90 Rupees Two Cum.

foundation with ordinary Thousand

Cement concrete M-100 mix One Hundred

and providing necessary Ten And

vertical pin headers including Paise Ninety

formwork, vibrating, ramming Only

and curing complete.

18 761.00 Providing and casting in situ 2590.56 Rupees Two Cum.

ordinary CC M-150 mix and Thousand

providing necessary pin Five Hundred

headers including shuttering Ninety And

scafolding laying , vibrating , Paise Fifty

curing and finshing etc Six Only

completer without V-Grooves

for all height.

19 91.00 Supplying and fixing 4389.39 Rupees Four Rmt.

reinforced concrete heavy Thousand

duty 1200mm dia NP-3 pipes Three

with collars for culverts Hundred

including setting and joining Eighty Nine

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

and laying with all lead and Thirty Nine

5 of 12 Remaining DTP of MMGSY P-10 11-25.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

but may be estimated

20 80.00 Providing and casting in situ 3008.79 Rupees Cum.

ordinary cement concrete M- Three

200 for average 100 mm thick Thousand

wearing coat laid as directed Eight And

including tamping ,vibrating, Paise

finishing, curing and filling in Seventy Nine

joints with bitumen complete. Only

21 11.47 Providing and laying in 44193.43 Rupees Forty MT.

position FE 415 TMT bar Four

reinforcement including Thousand

cutting, bending, hooking and One Hundred

tying complete as per detailed Ninety Three

drawings for all concrete And Paise

items. Forty Three

22 4.00 Providing and fixing flood 1502.76 Rupees One No.

gauge marks of C angle size Thousand

100mm x 50mm x 6mm thick of Five Hundred

length 1.50mt height fixed in Two And

head wall 0.50mt and 1.00mt Paise

outside with painting and Seventy Six

lettering as directed. Only

23 250.00 Providing & laying weep hole 52.41 Rupees Fifty No.

in Aburtments, and returns by Two And

using A.C. pipe of 100mm Paise Forty

including laying in proper One Only

grede and jointing the

completed as per detailed

6 of 12 Remaining DTP of MMGSY P-10 11-25.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

but may be estimated

24 150.00 Providing and casting in situ 3074.92 Rupees Cum.

ordinary trimix cement Three

concrete M-250 for average Thousand

200mm thick road work laid Seventy Four

as directed including adding And Paise

super platisizer admixture of Ninety Two

IS make and providing and Only

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 etc

25 5.00 Providing and fixing ordinary 490.86 Rupees Four No.

Kilometer stone of precast Hundred

C.C. 1:2:4 including Ninety And

necessary reinforcement as Paise Eighty

per I.R.C. type design in C.C. Six Only

1:4:8 including

painting,lettering etc.

26 16.00 Providing and fixing 269.67 Rupees Two No.

Hectometer fixing in C.C. Hundred

1:5:10 as per I.R.C. type Sixty Nine

design including painting, And Paise

lettering etc. complete. Sixty Seven

7 of 12 Remaining DTP of MMGSY P-10 11-25.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

but may be estimated

27 280.00 Providing and fixing guard 62.62 Rupees Sixty No.

stone in earth as per I.R.C. Two And

type design including white Paise Sixty

washing etc. complete. Two Only

28 2.00 Providing and fixing Village 3593.58 Rupees No.

name boards as per standard Three

I.R.C. type design of steel Thousand

plate including painting Five Hundred

lettering etc. complete with Ninety Three

fixing in C.C. 1:4:8 block with And Paise

necessary excavation. Fifty Eight

29 169.00 Providing and fixing indicator 110.09 Rupees One No.

stone fixing in earth of Hundred Ten

approved stone as per I.R.C. And Paise

type design in C.C. 1:4:8 Nine Only

including white washing etc.

30 2.00 Providing and fixing Junction 5193.42 Rupees Five No.

board of M.S. plates and Thousand

angles as per standard I.R.C. One Hundred

design including fixing in C.C. Ninety Three

1:4:8 with necessary And Paise

excavation painting figuring Forty Two

and lettering on board etc. Only

8 of 12 Remaining DTP of MMGSY P-10 11-25.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

but may be estimated

31 2.00 Providing and fixing of typical 8769.60 Rupees Eight No.

MMGSY Project informatory sign Thousand

board with Logo as per MORD

specifications and drawing. Three

MS plates of 1.6mm thick, top and Hundred

middle plate duly welded with MS flat Sixty Nine

iron 25 x 5mm size on back on edges. And Paise

The lower plate will be welded with Sixty Only

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

450 x 450x600mm , 600mm 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

required shade and colour. All

sections of framed posts and steel

tubes will be painted with primer and

two coats of epoxy paints as per

drawing clause 1701 and Annexure

32 12.00 Supplying and fixing 3196.65 Rupees No.

Reflective type road sign Three

board of M.S. plates and angle Thousand

iron including painting, One Hundred

lettering etc. complete Ninety Six

including fixing in C.C. 1:4:8 And Paise

with necessary excavation Sixty Five

etc. complete as per I.R.C. Only

9 of 12 Remaining DTP of MMGSY P-10 11-25.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

but may be estimated

33 2.00 Hazard Marker Sign :- 2935.06 Rupees Two No.

Providing and fixing sing Thousand

boards made out of 2mm Nine

aluminium sheet; size 90 x Hundred

30cms. rectangle as as per Thirty Five

the design/drawing attached And Paise Six

(IRC) pretreated with Only

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

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

10 of 12 Remaining DTP of MMGSY P-10 11-25.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

but may be estimated

34 3.00 Informatory Signs :-Providing and 3214.83 Rupees No.

fixing sing boards made out of Three

2mm aluminium sheet; size 80 x Thousand

60cms. rectangle as per the Two Hundred

design of IRC-67-1977 pre treated

with phospheting process & acid

teching; coated with one coat of

epoxyprimer 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

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 Grade

Rs Words: Rupees Ninety Seven Lakh(s) Seventy Nine Thousand Nine Hundred Seventy

Six And Paise Ninety Five 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 out as under.

Estimated Amount 9779976.95 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

11 of 12 Remaining DTP of MMGSY P-10 11-25.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

but may be estimated

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 /

/ C Dt. 20-12-91 & modified R.& B. Dept. Circular No.SSR / 10000092-IB-12910-C Dt.16-10-

Signature of Contractor :

Executive Engineer

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

Jamnagar Jamnagar

12 of 12 Remaining DTP of MMGSY P-10 11-25.xls