Resurfacing and Strengthening to Moti Palli to Nani Palli Roads of Lunawada Taluka under MMGSY 2026-27 Dist.Mahisagar

Name of work:- Resurfacing and Strengthening to Moti Palli to Nani Palli Roads of Lunawada

Taluka under MMGSY 2026-27 Dist.Mahisagar

BILL OF QUANTITIES

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Clearing and Grubbing road land including uprooting rank

vegetation, grass brushes, shrubs, spalling and trees girth

up in 300 mm removal of stumps of trees cut earlier

&disposal of unservicable material and stacking of

serviceable material, Clause-2 C1.1 (area of light Density) By

mechanical means in area of light jungle.

Scarifying gravelled macadam or bitumen macadam surface

[2] 7687.50 6 cm to 10 cm.depth including stacking useful materials on 41.60 Sqmt

road side and disposing off remaining stuff.

Box cutting the road surface to proper slope and camber for

making a base for road work including removing the

excavated stuff and depositing on the road side slope as

directed upto 50Mt.lead.

Construction of Compacted Granular Sub Base ( Grade -1

,Crushed B T Material of 53 mm to 26.500 @ 35 %.

mm to 4.75 mm @ 45 % and Below 2.36 mm @ 20%) by

Providing Close Graded Material . Mixing in Mechanical Mix

Plant at OMC Carrige of Material to work site Spreading

Uniform Layers with Mortar Grader On Prepared Surface

and compacting with Vibratory Power Roller to achive

desire density Complete as per Clause

Providing and laying compacted WBM of Grading-II MCBT

metal of size 45 to 63mm in required layers including using

[5] 1012.40 16% stone screening, 13.2mm size and 8% stone dust as 1229.57 Cum

filler including spreading watering & consolidation by

vibratory roller etc. comp.

Providing and laying Compacted of Hard Murrum in side

shoulder / Raise Up inclu. carraige of material and

spreading on prepared base including compacting as per

MOST Specification etc... complete.

Earthwork in cutting including preparing the slope and

camber andstacking or utilising the cutting stuff in bank as

directed upto 200 Meters from the end of cutting with all

Rolling of earthwork in layers with power roller including

filling in depressions which occur during the process.

Earthwork for embankment including breaking clods,

dressing with all lead and lift and including watering rolling

and consolidation of subgrade in layers at O.M.C. to required

dry density including filling the depression which occur

during the process using power roller 8T to 10T.(E) From

Borrow area within 3.0KM. lead

Excavation for foundation upto 1.5 m depth including

sorting out and stacking of useful materials and disposing

off the excavated stuff upto 50 Meter lead.(B) Dense or Hard

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Providing and filling in foundation with ordinary Cement

concrete M-100 mix and providing necessary vertical pin

headers including formwork, vibrating, ramming and curing

complete.(More than 10 ton)

Providing and casting in situ ordinary cement concrete M-

150 mix and providing necessary pin headers including

[12] 234.00 shuttering, scaffolding, laying, vibrating, curing and finishing 3916.78 Cum

complete without V-Groves.(A) Height from 0.0 M. to

M.(More Than 10 Ton)

Providing TMT Bar FE 500D reinforcement for R.C.C. work

[13] 3570.00 including bending, binding and placing in position complete 77.29 Kg

upto floor two level

White washing with lime on wall surface (two coats) to give

[14] 156.00 an even shade including thoroughly booming the surface to 12.70 Sqmt

remove all dirt, dust; mortar drops and other foreign matter.

Providing and laying weep hole in Aburtments, and

returns by using A.C. pipe of 100mm including laying in

proper grede and jointing the completed as per detailed

Demolition the existing structure including stacking of

[16] 169.00 serviceable materilas and disposal of unserviceable 1082.35 Cum

materials with all lead and lift. (i) R.C.C. work

Providing and laying contolled cement concret M-250 by

trimix method and curing complete including compacting

with surface mechanical vibrator, mechanical floater,

chanelling formwork, grooving including expantion joint

and construction joint including filling asphalt filler joint as

per instruction of Engineer in charge

Providing and laying bituminius spray grout base course in

37.50 mm thick with bitumen of grade ( VG- 30 ) at the rate

of 1.99 % by weight of mix for mixing & 4.00 Kg/10 Sqm for

tack coat and using B.T chips of required gradation

[18] 663.00 including cleaning and heating asphalt premix materials by 2900.80 MT

hot mix process in proper gradation and laying with paver

finisher and consolidation by power roller of 8 to 10 tonne

including cost of all materials . Asphalt aggregates, labour

charges royalty charges etc complete as directed.

Providing laying & rolling 25m m thick open graded

premixed bitumineous carpet with B.T. aggregate as

specified and using bitumen grade (VG-30) for tack coat at

the rate of 2.50 kg./10 Sq.M. and using bitumen for mixing

with agreegate at the rate of 3.36 % i.e 33.60 kg/M.T. of

[19] 424.00 total mix including heating &mixing in drum mix plant 3848.85 MT

&spreading the same with paver finisher and consolidation

with power roller inclu.necessary fire wood, oil, lubricants,

labour charges etcusing contractor's own drum mix plant

and equipment, tool etc. compl. in accordance with the

require-ment of specification.

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Providing and laying sealcoat with B.T. agreegate as

specified using agreegate at the rate of 0.18 Cu.mt / 10 Sq.M.

and bitumen grade (VG 30) for mixing with agreegate at the

rate of 4.50 % i.e 45 Kg/M.T. of total weight of mix .Hot mix

laying process is including heating the asphalt aggregate

continous batching, transporting the mix and spreading the

same by paver roller including necessary firewood, oil,

lubricants, labour charges higher charges of machinery

etc.complete. Mix zycotherm in hot asphalt binder in

bitumen storage tank as per guideline of the manufacturer.

Providing and fixing ordinary kilometer stone of approved

[21] 4.00 hard stone as per I.R.C type desing in C.C.1 4 8 including 853.31 Nos

painting lettering etc, complete (For VR.)

Providing and fixing hectometer as per I.R.C type design

including painting, lettering etc. complete. (I) Fixing in earth

Providing and fixing guard stone as per I.R.C type design

[23] 88.00 including white washing etc. complete. (I) Fixing in 104.22 Nos

Providing and fixing Junction board of M.S. plates and angles

as per standard I.R.C. design including fixing in C.C. 1:4:8

with necessary excavation painting figuring and lettering on

board etc. complete as per detailed drawing

Supplying and fixing road sign board of M.S. plates and

angle iron including painting, lettering etc. complete

including fixing in C.C. 1:4:8 with necessary excavation etc.

complete as per I.R.C. type design.(ii) Reflective type

Road marking with hot applied thermoplastic paints with

reflectorising glass beads on bitumin surface providing and

laying a hot applied thermoplastic compound 2.5 mm thick

including reflectorising glass beads @ 250gms per sqm area,

thickness of 2.5mm is excluding of surface applied glass

beds as per IRC:35-2015. The finished surface to be level,

uniform and free from streaks and holes. zebra patta /bump

[26] 540.00 patta lane/center line/ edge line/cut patta. The white color 367.72 Sqmt

marking should provide liminance coefficinet on cemend

road shalll be min 130 mcd/m2/lux and Asphalt road shall

be min 100 mcd/m2/lux during the service life during the

day time. The marking should meet the performance criteria

for night time reflectivity, wet reflectivity and skid

resistance as mentioned in the section-15 of IRC 35-2015.

Warranty for the Retro reflectivity should be two years.

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Cat Eye / Road Stud / RPM: Supplying Raised Pavement

Markers made of polycarbonate and ABS moulded body and

reflective panels with Micro prismatic lens (No Glass bead

lens) capable of providing total internal reflection of the

light entering the lens face and shall support a load of

13635 kgs. tested in accordance to ASTM D 4280 Type H

and complying to Specifications of Category A of MORTH

Circular No RW/NH/33023/10-97 Ð DO III Dt 11.06.

[27] 445.00 The height, width and length shall not exceed 20 mm, 130 217.40 Nos

mm and 130 mm and with minimum reflective area of

Sqcm on each side and the slope to the base shall be 35 +/-

5 degree. The body of the marker should having finger grip

for easy and accurate placement and application with epoxy

/ bituminous Adhesive as recommended by the

manufacturer of the marker. The color of the marker should

be as per the IRC 35-2015 and as directed by Engineer-in-

Village name/ Bump Ahed sign :-Providing and 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

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

etc.complete under the supervision of engineer in

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

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 retrorefiectivesheeting as

per latest M.O.S.T.Specifications;3.1m long stand postand

[29] 5.00 frame fabricated from suitable sizeiron angle of 35 x 35 x 3808.66 Nos

3mm, 75 x 75 x 6mm as required; painted with bestquality

epoxy coatings in black andwhite bends. The details of

symbol for each board shall be as per theinstruction 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) Engineer Grade(VR)

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Regulatory/Mandatory signs :Providing and fixing sing

boards made out of 2mm aluminium sheet; size 60cms.

diameter circle as per the design of IRC-67-1977 pretreated

with phospheting process & acid eteching; coated with one

coat of epoxy primer and two coats of best quality epoxy

paint; reflectorised with retrorefiective sheeting as per

latest M.O.S.T. Specifications;3.1m long stand post and

[30] 5.00 frame fabricated from suitable size iron angle of 35 x 35 x 3439.81 Nos

3mm 75x75x6mm 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 x60cms. for each leg. including

excavation curing etc. complete under the supervision of

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

STOP SIGN:-Providing and fixing sing boards made out of

2mm aluminium sheet; size 90 x 90cms. rectangle as per the

design of IRC-67-1977 pre treated with phospheting

process & acid teching; 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

[31] 3.00 fabricated from suitable size iron angle of 35 x 35 x 3mm 4676.06 Nos

75x75x6mm 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

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

complete under the supervision of engineer in charge.(A)

Engineer Grade(VR)...

"LOGO" Board : Supplying & Fixing logo board of MMGSY

Diamond size (600 mm x 600 mm) 16 gauge & board plate

size (900 mm x 250 mm) 16 gauge thick M.S Plate and

Mt Deep length single angle 75 x 75 x 6 mm size including

fitting and painting lettering with luminous color as per

Citizen' s information Board- Providing and fixing of typical

MMGSY information board as per instruction. Two MS

plates of 1.6 mm thick, of 900 mm x 750mm size fixed at top

& bottom duly welded with MS angles of 25 x 25 x 5 mm

thick M.S plate shall be welded by two vertical M.S flats &

four horizontal M.S flates 5 mm thick to 75 mm x 75 mm of

12 SWG square tubes posts duly embedded in cement

concrete M-15 grade blocks of 600mm x 600mm x 75mm,

below ground level. Painting New letters & figure of any

shade with ready mixed synthetic enample paint of superior

quality in required shade and colour, All sections of framed

posts and steel tube will be painted with primer and two

coats of epoxy paints as per drawing Clause 1701 and

Annexure 1700.1 (10.16)

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Type - A, "W" : Metal Beam Crash Barrier (Providing and

erecting a "W" metal beam crash barrier comprising of

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 2 m centre to centre, 1.8 m

high, 1.1 m below ground/road level, 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 5 mm, 330 mm long complete as per clause 811)

One Crore Eighty Thousand One Hundered Thirty Two Rupees and Sixty Nine Paisa

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 under.

Estimated Amount put to tender Estimated Amount put to tender

In Words In Words

1. 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.

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

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

4. 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.

5. Credit of materials of Diversion & CD Work amount of Rs. …............. must be recovered from Contractor's…....................

Dated Signature Deputy Executive Engineer Divisional Accounts officer Executive Engineer

the Contractor. R & B (P) Sub Division R & B (P) Division R & B (P) Division

Lunawada Mahisagar Mahisagar