Vanbandhu Kalyan Yojana -2 MMGSY 2025-26 - Structure Construction of Box Culvert on Karajgam Agripada Amba Mata Temple to joining Primary School Road. Ta.Umargam, Dist.Valsad. Ch 0/40 to 0/60

Name of Work :(Vanbandhu Kalyan Yojana -2 MMGSY 2025-26 - Structure) Construction of

Box Culvert on Karajgam Agripada Amba Mata Temple to joining Primary School Road.

Ta.Umargam,BILL

Dist.Valsad. Ch 0/40 to 0/60

Item No. Item of work Quantity Unit Rate In figures Amount

Excavation for foundation in sand,

gravel, clay soft soil & murrum etc.

including shoring, strutting and

1 dewatering as necessary and dispossing 137.00 Cum 501.090

of the excavated stuff as directed depth

Providing and filling in foundation with

controlled cement concrete M.150 mix

2 and providing necessary vertical pin 27.62 Cum 3682.680

headers including form work vibrating

ramming and curing complete.

Providing and casting in situ controlled

cement concrete M.250 for R.C.C. Box,

Approach slab and cutt off walls as per

3 drawing including necessary shuttering, 63.67 Cum 5170.390

laying, vibrating, ramming and curing

Providing and casting in situ controlled

cement concrete M-200 for R.C.C.

return as per drawings including

centering shuttering, scaffolding where

4 necessary, laying vibrating, curing and 77.42 Cum 5064.660

finishing complete.(A) Height from 0.0 to

5.0 M. (1) Piers (2) Abutments (3) RCC

Providing and casting in situ controlled

cement concrete M.250 for kerb/kerb

5 blocks including form work, curing and 4.54 Cum 4859.870

finishing complete

Providing and casting in situ controlled

cement concrete M.250 for average

75mm to 100mm thick wearing coat laid

6 as directed including temping, vibrating, 2.27 Cum 5279.920

finishing, curing & filling in joints with

bitumen complete.

Providing and fixing in position ISI TMT

steel bar reinforcement of bar grade FE-

500/500D including cutting, bending,

7 hooking and tying complete as per 4.45 MT 73217.520

detailed drawing for raft slab, pier, solid

slab, kerb block, wearing coat etc.

Providing and laying weep holes in

abutment & return by using P.V.C. pipe

8 of 100mm diameter with laying in proper 23.00 Nos 84.950

grade & joints complete etc. as per

detailed specification.

Providing and filter media 600mm thick

as directed at the back of abutment

9 returns & wingwall as per detailed 56.80 Sqm 1248.740

Providing and fixing marble slab

including engraving and painting

complete (A) Size 75cm x 60cm x 4cm

Providing and fixing G.I. 100 mm

diameter water spout including

11 necessary iron gratings as per drawing 8.00 Nos 536.020

Wall painting two coats with plastic

emulsion paint of approved brand and

manufacturer on wall surfaces to give an

12 even shade including throughly brushing 30.89 Sqm 80.340

the surface to remove all dirt, dust,

mortar drops and other foreign matter.

Diversion of water course, providing

cofferdam and bund and bund or island

as may be necessary for foundation and

13 maintaining the same for the period as 1.00 Nos 40400.000

may be necessary (A) Diversion by

Dismentalling the existing structure

including removing and stacking the

14 dismentalled materials as and where 21.21 Cum 909.900

directed. (A) RCC Structure

Providing temporary all weather

diversion suitable for double lane traffic

during the construction period of box

culvert including providing earthwork for

embankment/Cutting as per site

requirement, providing RCC pipes of

suitable diameter in required row to

15 drain water, supplying, spreading and 30.00 Rmt 4820.220

compacting 200 mm thick GSB grade I

& 200 mm thick GSB grade II 5.50 meter

carriageway with providing all safety

measures for traffic and maintaining the

diversion in condition till completion of

work etc.complete as directed.

Clearing and grubbing road land

including uprooting trunk vegetation,

grass bushes, shrubs, sapligs and trees

girth upto 300 mm removal of stumps of

16 trees cut earlier & disposal of 0.01 Hect 28393.040

unserviceable material. (C) By

Mechanical means in area of light jungle.

Earth work in cutting in all sorts of soil

and soft murrum including conveying

and spreading the stuff,embankment as

17 and where directed within 200 meters 33.00 Cum 128.070

from the end of the cutting wirh all

required lead and lift.

Scarifying gravelled macadam or

bitumen macadam surface 6cm to

cm depth including stacking useful

materials on road side spreading the

same in required grade and camber with

18 adding fresh key aggregate 6mm to 935.00 Sqm 40.720

10mm nominal size at the rate of

cum / 10sqm of scarified area including

compacting with vibratory roller and

disposing of the remaining stuff as

Consructing of granular sub-base Gr-II

by providing course graded B.T.

machine crushed material satisfying

MOST specification of (grading II) using

materials (26.5 mm to 4.75 mm@ 75 per

cent,2.36 mm below@25 per cent)

19 including spreading in uniform layer with 109.00 Cum 767.600

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 etc. complete.

Consructing of granular sub-base by

providing course graded B.T. machine

crushed material satisfying MOST

specification of grading I including

spreading in uniform layer with motor

20 grader on prepared surface, mixing by 156.00 Cum 814.060

mix in place method with rotavator at

OMC and compacting with vibratory

roller to achieve the desired density etc.

Providing and laying wet mix macadam

base course as per MORTH

specification using machine crushed

B.T. chips as per required gradation,

mixing with required optimum quantity of

water, conveying the mix to site of work,

21 spreading in to grade and camber with 148.00 Cum 882.740

paver/mechanical means and

consolidation each layer with vibratory

roller to aschieve the desired density

including cost of material labour plant

and equipment etc. complete.

Providing and applying priming coat with

emulsion (SS-1) at the rate of 7.50 kg/

10 Sq.mt. including cost of asphalt and

preparing the surface heating, and

applying etc. complete.

Supplying, stacking & spreading Hard

Murrum on road side for hard side

23 shoulder of work as per specification 11.00 Cum 443.390

including rolling & watering complete.

Providing & laying bituminious base

course 37.50 mm thick compacted layer

asphalt VG-30 grade at 1.99 % by

weight of mix for mixing and 2.5kg/10

smt RS-1 for tack coat & using B.T.

chips of required gradation including

cleaning and heating asphalt, premix

material by drum mix process in proper

gradation and laying with paver finisher

24 including rolling and consolidation with 8- 70.13 MT 2310.880

10 tonne vibratory roller and providing all

material equipment, tools, and plants,

fire wood, oil, kerosene labour charges

etc. complete using contractor's own

machinaries, drum mix plant and paver

finisher etc. complete.

Providing & laying 37.50 mm thick

bituminous macadam with 0.66 cum

stone chips for one M.T. using the

asphalt VG-30 34 kg/M.T. (i.e 3.40%) for

mixing and RS-1 for tack coat

kg/10sqmt heating the asphalt and agg

by continues batching of hot mix plant &

25 spreading the same by pavers finisher 78.00 MT 2982.530

and consolidation with power roller of

to 100 KN with necessary equipment,

oil, kerosene, fire, wood, labour charges

etc. complete with contractor's own

Providing & laying seal coat with B.T.

agg. as specifed using agg. at the rate

of 0.18 cu.mt/10Sq.Mt.and bitumen for

mixing agg. at the rate of 4.50% i.e.

45.00 kg/M.T. of total mix for binder

including heating & mixing in hot / drum

mix plant & transporting & sreading the

26 same by paver finisher & consolidation 25.25 MT 3436.020

with vibratory roller incl. necessary

firewoood, oil, lubricants, labour charges

etc. using contractor's own drum mix

plant, machineries & equipment, tools

etc. complete in accordance with the

requirement of specification.

Providing and laying asphalt painting on

B.T. surface with bitumen VG-30 at rate

27 5.00Kg / 10Sq.mt. and spreading stone 935.00 Sqm 31.580

dust for painting surface at rate of

Road Marking with hot applied

thermoplastic compound with

reflectorising glass beads on bituminious

surface. Providing & laying hot applied

thermoplastic compound 2.5 mm thick

including reflectorising glass beads @

28 250 gms. per sq.mt. area thickness of 34.00 Sqm 367.720

2.5 mm is exclusive of surface applied

glass as per I.R.C. 35 The finished

surface to be level, uniform & free from

streaks & holes.

Supplying and fixing cat eye (Stimsonite)

made out from Acrilo beautile sterine

injuction high compressed molding with

reflector made of MMC (prismatic type of

size 12cm x 6cm x 2.5cm) provided with

bituminous adhesive 100g. with each

unit for fixing. (High Intensity grade)

Cautionary Warning Sign :-Providing

and fixing sing boards made out of 2mm

aluminium sheet; size 90 x 90 x 90 cms.

equilateral triangle as per 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 refiectivesheeting as per latest

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

postand frame fabricated from suitable

30 sizeiron angle of 35 x 35 x 3mm, 75 x 75 2.00 Nos 3808.660

x 6mm as required; painted with

bestquality epoxy coatings in black

andwhite bends. The details of symbol

foreach board shall be as per

theinstruction of engineer in charge. The

fixing at site shall be in 1:2:4 CC blockof

size 45 x 45 x 60 Cms. for each

leg.including excavation, curing

etc.complete under the supervision of

engineer in charge.(B) Engineer

Hazard Marker Sign :-Providing and

fixing sing boards made out of 2mm

aluminium sheet; size 90 x 30cms.

rectangle as as per the design/drawing

attached (IRC) 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.

31 Specifications; 3.1m long stand post 2.00 Nos 2423.740

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) Engineer Grade

"W" metal beam crash barrier with base

plate for Bridge portion

Providing and erecting a "W" metal

beam crash barrier comprising of 3 mm

thick corrugated sheet metal beam rail,

70 cm above road/ground level, fixed on

ISMC series channel vertical post, 150 x

75 x 5 mm spaced 1.5 m centre to

centre. The vertical post fixing at site

shall be on base plate of size 240 x

x 16 mm thick with 6 nos 20 mm dia

grade anchor bolts upto minimum depth

of 200 mm & ISMC vertical post shall be

32 fixed with base plate with 12 mm thick 20.00 Rmt 5040.910

stifnner plate of 100 x 80 mm. All steel

parts and fitments to be galvanised by

hot dip process, all fittings to conform to

IS:1367 and IS:1364, metal beam rail to

be fixed on the vertical post with a

spacer of channel section 150 x 75 x

mm, 330 mm long complete as per

morth specification clause 810 including

butt welding to all nuts & bolts etc.

complete as per instructions of engineer

in charge. Also radium red color strip of

size 100 x 300 mm shall be fixed on

vertical front side of each post for better

Logo Board:- Providing and fixing 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

mm, 75 x 75 x 6 mm as required 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)Engineer grade.

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

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

In words In words

All works shall be carried out as public works department Handbook and other

specification of Division or as directed.

All the columns in schedule should be filled in ink or ballpen and the total of the

entries in last column should be struck by the contractor under his signature.

Rate quated 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.

The Contractor shall exhibit a board with detailed specification and details of work

as directed by the Engineer-In-Charge for which no extra payment shall be made.

The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

GST and Income tax TDS will be deducted at a source while making payments of bills

In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per

Govt. G.R.: PRC-10/2017 Cement Consumption/16/C Date:11/05/2017 as stated in

S.O.R. therefore in R.C.C. items where there is a change as per actual mix design the cost

of difference of cement consumption have been deducted from the rate of original item at

the rate of input rate mentioned in all the tender.

An Amount of 123764/- (Rupees One Lakh Twenty Three Thousand Seven Hundred Sixty Four Only ) shall be

recovered from the 1st RA Bill of this work towards salvage value of dismentalled / Diversion material likely to

be available from dismentalling the existing structure irrespective of the dismentalled quantity actuallly

received on site.

To be continued on additional sheet,if found necessary.

Deputy Executive Engineer Executive Engineer

Panchayat (R&B) Sub.Division Panchayat (R & B) Division