BLP 2024-25 (96-5054-04-796-01) Resurfacing Of Various Road in Dharampur Taluka Dist. Valsad. Pakage DHR-30(Total 5 Roads, 11.11 Km) (1) Resurface Pindval Darbar Faliya Road (VR) km 0/0 To 4/00 (2) Resurface Pandavkhadak Cikarpada Road (V.R) km 0/0 To 2/200 (3) Resurface Amboshibhavthan Nishal Faliya Road (V.R) km 0/0 To 1/600(4) Resurface Jamliya Patel Faliya Road (V.R) km 0/0 To 1/300 (5) Resurface Sondar Nishal Faliya Road (V.R) km 0/0 To 2/010..Tal.Dharampur. Dist. Valsad

Resurfacing Of Various Road in Dharampur Taluka Dist. Valsad. Pakage DHR-

30(Total 5 Roads, 11.11 Km) (1) Resurface Pindval Darbar Faliya Road (VR) km

0/0 To 4/00 (2) Resurface Pandavkhadak Cikarpada Road (V.R) km 0/0 To 2/200

(3) Resurface Amboshibhavthan Nishal Faliya Road (V.R) km 0/0 To 1/600(4)

Resurface Jamliya Patel Faliya Road (V.R) km 0/0 To 1/300 (5) Resurface

Sondar Nishal Faliya Road (V.R) km 0/0 To 2/010..Tal.Dharampur. Dist. Valsad

Memorandum showing items of works to be carried out

It. No. Quantities Item of work Estimated Unit Total Amount

It. No. Quantities Item of work Estimated Unit Total Amount

estimated but In figures according to

may be more or Rs. Ps. estimated

2 3 6 quantities

1 2.22 Hect. Clearing and grubbing road land including 34796.29 Hect.

uprooting rank vegetation, grass bushes, shrubs,

saplings and trees girth up to 300 mm removal of

stumps of trees cut earlier and disposal of

unserviceable materials.(D) By mechanical means

in area of thorny jungle.

2 41663.00 Sq.mt. Scarifying gravelled macadam or bitumen 40.72 Sq.mt.

macadam surface 6 cm to 10 cm.depth including

stacking useful materials on road side and

disposing off remaining stuff.

3 10101.00 Cu.mt. Earth work in cutting in all coats of soil and soft 104.04 Cu.mt.

murrum including conveying and putting the stuff

in spoil bank maintaining minimum distance of

five meter between top edge of cutting and top of

4 337.50 Rmt Supplying and fixing reinforced concrete heavy 1952.00 Rmt

duty non-pressure pipes with collars for culverts

carrying heavy traffic as per IS 458-1991

specifications including setting the pipes in C.M.

1:2 watering and laying (to level or slopes) of

class NP3 of following internal daimeters.(iii)

5 1344.00 Cu.mt. Supplying, Stacking and Spreading the Hard 460.86 Cu.mt.

Murrum including rolling and watering etc.

6 912.00 cu.mt. Construction of granular sub-base by providing 761.36 cu.mt.

coarse graded material grading-II, spreading in

uniform layers with motor grader on prepared

surface, mixing by mix in place method with

rotavator at OMC, and compacting with vibratory

roller to achieve the desired density, complete as

per clause 401.B

7 1152.00 Cu.mt. Construction of Granular Sub Base by providing 806.70 Cu.mt.

coarse graded machine crushed B. T. material

satisfying MOST Specification of Grading - I

using 53 mm to 26.5 mm @ 30% (M.C. Metal),

26.5 mm to 4.75 mm @ 60% (M.C.Metal),

mm below @ 10% (Stone Dust) including

spreading in uniform layer with motor grader on

prepared surface, mixing by mix in place method

with rotavator at OMC and compacting with

vibratory roller to achieve the desired density

with C.B.R. > 30% etc. complete.

8 1366.00 Cu.mt. Providing, laying, spreading and compacting 890.96 Cu.mt.

graded stone aggregate to wet mix macadam

specification including premixing the Material

with water at OMC in mechanical mix plant

carriage of mixed Material by tipper to site,

laying in uniform layers with paver in sub- base /

base course on well prepared surface and

compacting with vibratory roller to achieve the

9 9096.00 Sq.mt. desired density.

Providing and applying evenly Priming coat with 41.31 Sq.mt.

emulsion asphalt at the rate of 7.50 Kg/ 10 Sq.m

on road surface using emulsion SS-1 (Himcol

Made) pressure spreayer etc. complete including

the cost of asphalt

10 6806.00 M.Ton Providing & laying 50 mm. thick compacted 2564.57 M.Ton

Bituminous Macadam with using Emulsion RS1

for tack coat at 2.5 Kg / 10 Sq.Mt. using stone

aggregate as per gradation and aspahlt grade VG-

30 at 3.40 % by weight of total mix hot laid

process with drum mix plant including

consolidation with vibrating roller including

operating plant and machinery cost of asphalt,

fuel, oil, lubricant and labour charges etc.

11 2915.00 M.Ton Providing & laying 25 mm. thick SDBC using 3139.64 M.Ton

B.T. stone chips as per MORTH gradation and

specification with asphalt VG-30 at the rate of

50.00 kg. / M.Tone of total wt. for mix i.e. (5.00

% ) by weight of total mix of bitumen including

mixing aggregates & asphalt by continuous

batching drum mix plant & spreading the same by

paver finisher including rolling & consolidation

with 10 - 12 tonnes vibratory roller & providing

tools 7 plants, fire wood, oil, kerosene, labour

charges using contractor's own machineries etc.

12 50658.00 Sq.mt. Providing and laying asphalt painting on B.T. 30.03 Sq.mt.

surface with bitumen VG-30 at rate 5.00Kg /

10Sq.mt. including spreading stone dust for

painting surface at rate of 0.03 cu.mt. / 10 sq.mt.

13 15.00 No. Providing and fixing ordinary kilometer stone of 704.33 No.

precast C.C. 1:2:4 including necessary

reinforcement as per I.R.C. type design in C.C.

1:4:8 including lettering and painting etc.

complete. (For OD.R. & V.R.)

14 47.00 No. Providing and fixing Hectometer stone as per 356.50 No.

I.R.C. type design including lettering and painting

etc. complete. (ii) Fixing in C.C. 1:5:10

15 9.00 No. Informatory sings: Providing and fixing sing 3856.90 No.

boards made out of 2mm aluminium sheet; size

80 x 60cms. rectangle as per the 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 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 Grade(VR)..

16 5.00 No. BLP/VKY Logo Board:- Providing and fixing 4545.00 No.

BLP/VKY Logo Board made out of 2mm

aluminium sheet, as per the drawing & design.

Pre treated with phospheting process and acid

etching coated with one coat of epoxy primer and

two coat of best quality epoxy paint,

refloctrorized with retro reflective sheeting as

per the latest M.O.S.T. specification, 3.1 Mt. long

stand post and frame fabricated from suitable

size iron angle of 35 x 35 x 3 mm, 75 x 75 x

mm as required painted with best quality epoxy

coatings in black and white bends. The details of

symbol for each board shall be as per the

instruction of engineer in charge. The fixing at

site shall be in 1:2:4 CC block of size 45 x 45 x

60 cms for each leg, including excavation curing

etc. complete under the supervision of Engineer-

In-Charge (A)Engineering grade.

17 8.00 No. Village name/ Bump Ahed sign :-Providing and 5045.36 No.

fixing sing boards made out of 2mm aluminium

sheet; size 90 x 60cms. rectangle as as per the

design of IRC-67-1977 pre treated 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; Letters and numerals should be as

per IRC-30-1968, 3.1m long (2 nos) stand post

and frame fabricated from suitable size iron angle

of 50 x 50 x 5mm painted with best quality epoxy

coatings in black and white bends. the details of

symbol or inscription / numerals for each board

shall be as per the instruction of engineer in

charge. The fixing at site shall be in 1:2:4 CC

block of size 45 x 45 x 60cms. for each leg.

including excavation curing etc. complete under

the supervision of engineer in charge.(A)

Engineer Grade(VR)...

18 54.00 No. Direction sign (Junction board):-Providing and 14831.71 No.

fixing sing boards made out of 2mm aluminium

sheet; size 244 x 122cms. rectangle as as per the

design of IRC-67-1977 pre treated 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; Letters and numerals should be as

per IRC-30-1968, 3.1m long (2 nos) stand post

and frame fabricated from suitable size iron angle

of 50 x 50 x5mm 75x75x6mm as required;

painted with best quality epoxy coatings in black

and white bends. the details of symbol or

inscription / numerals for each board shall be as

per the instruction of engineer in charge. The

fixing at site shall be in 1:2:4 CC block of size

x 45 x 60cms. for each leg. including excavation

curing etc. complete under the supervision of

engineer in charge.(A) Engineer Grade(VR)...

19 764.00 Cu.Mt Excavation for foundation up to 1.5m depth 248.16 Cu.Mt

including sorting out and stacking of useful

material and disposing off the excavated stuff as

directed by Engineer in charge with all lead and

lift in (2) Dense or hard Soil.

20 84.00 Cu.Mt Providing & filling in foundation with ordinary 3240.34 Cu.Mt

cement concrete M 100 mix and providing

necessary vertical pin headers including

formwork vibrating ramming & curing complete.

21 580.00 Cu.Mt Providing & filling in foundation with ordinary 3610.39 Cu.Mt

cement concrete M 150 mix and providing

necessary vertical pin headers including

formwork vibrating ramming & curing complete.

22 120.00 Rmt Supplying fixing & joining reinforced concret 3446.50 Rmt

heavy duty non pressure pipe carrying indian

railway standard with collars for culverts carring

heavy traffic as per Indian railway standard

specification including setting and joining the

pipe in cement mortar 1:2 watering or laying (to

level and slope )of I.S.class NP-3 900mm dia

23 60.00 Rmt internal

Supplying and fixing reinforced concrete heavy 5530.94 Rmt

duty non-pressure pipes with collars for culverts

carrying heavy traffic as per IS 458-1991

specifications including setting the pipes in C.M.

1:2 watering and laying (to level or slopes) of

class NP3 of following internal daimeters.(vii)

24 152.00 No. Providing and fixing Guard stone as per I.R.C. 349.11 No.

type design including white washing etc.

complete (II) Fixing in C.C. 1:5:10

25 14.00 No. Providing and fixing 20cm x 15cm x 2.5cm thick 279.69 No.

year plate of marble stone set in C.M. 1:4

including Finishing and engraving letters, etc.

26 577.04 Sq.mt. White washing with lime on wall surface (two 12.41 Sq.mt.

coats) to give an even shade including thoroughly

booming the surface to remove all dirt, dust,

mortar drops and other foreign matter.

27 216.00 Sq.mt. Providing and laying - Fitter Media 600mm thick 1248.74 Sq.mt.

directed at the back of abutments, returns and

wing walls as per detailed specifications

28 112.00 No Providing weep holes in abutment, returns using 84.95 No

100 mm. dia A.C. pipe with C.I. grating including

cutting, placing the pipe in required slope and

position as directed etc. complete. (As per

detailed specification)

29 80.30 Cum. Dismentaling the existing structureincluding 909.91 Cum.

removing and stacking the dismentalled materials

as and where directed.(A) RCC Work.

30 86.80 Cum. Excavation for foundation in sand, gravel, clay 501.09 Cum.

soft soils and murrum etc. including shoring,

strutting dewatering as necessary and disposing of

the excavated stuff as directed.(A) Depth upto

M. and lead upto 100m for 10 Cum

31 58.40 Cum. Excavation in large boulders and soft rock by 701.53 Cum.

welding including shoring, strutting and

dewatering as necessary and disposing of the

excavated stuff as directed.

32 116.80 Cum. Excavation in hard rock by dry-wet blasting and 839.92 Cum.

chiselling including dewatering preparing

foundation base by proper benching and stepping

and disposing of the excavated stuff as

directed.(A) General blasting

33 39.80 Cum. Providing and casting in situ Ordinary cement 3682.76 Cum.

concrete M-150 for R.C.C. Raft and cut-off walls

including necessary shuttering laying, vibrating,

ramming and curing complete.

34 550.40 Cum. Providing and filling sand behind abutments and 480.41 Cum.

between returns in layers as directed

35 65.20 Cum. Providing and Casting in situ Controlled Cement 4599.24 Cum.

Concrete M-250 for R.C.C. Raft and cutt-off

walls including necessary shuttering laying,

vibrating, ramming and curing complete.

36 50.40 Cum. Providing and Casting in situ controlled Cement 4599.24 Cum.

Concrete M-250 for R.C.C. Raft and cutt-off

walls including necessary shuttering laying,

vibrating, ramming and curing complete.

37 44.60 Cum. Providing and casting in situ controlled cement 5592.67 Cum.

concrete M-250 for R.C.C. solid slab including

centering, scaffolding, curing and finishing

38 54.60 Cum. Providing and casting in situ controlled cement 5138.17 Cum.

concrete M-250 for Kerb/ kerb blocks including

formwork curing and finishing, complete.

39 7.80 Cum. Providing and casting in situ controlled cement 5279.98 Cum.

concrete M-250 for average 75 mm thick wearing

coat laid as directed dincluding tamping,

vibrating, finishing, curing and fillingin joints

with bitumen complete.

40 218.40 Cum. Providing and casting in situ ordinary cement 4289.17 Cum.

concrete M. 250 mix and providing necessary pin

headers including shuttring scaffolding laying

vibrating curing and finishing complete. Without

V-Grooves. (A) Height from 0.0 M to 5.0. M

41 19.46 M.Ton Providing and laying in position FE-500/500D 71648.79 M.Ton

(TMT) bar reinforcement including cutting,

bending, hooking and tying complete as per

detailed drawings for the following.(A) Box Cell

42 16.00 Nos. Provding P.V.C. 100 mm diameter water spouts 159.37 Nos.

including necessary iron gratings as per drawings.

43 13.40 Cum. Providing and filling rubbles including hand 1064.80 Cum.

packing and filling interstices with quarry spalls

behind abutments and between returns as

44 196.00 Sq.mt. Supplying Pre - Moulded Bituminious Joint 611.13 Sq.mt.

Filler. (iii) 20 mm size

45 2.00 LS Diversion of watercouarse, providing cofferdam 25250.00 LS

and bund or island as may be necessary for

foundation and maintaining the same for the

period as may be necessary. (B) Diversion by

cofferdam / Island