Resurfacing of Various Road (7 Year Renewal) Under SCSP/ MMGSY/ B.K./ 2025-26 / Package No.69 In Ta. Palanpur Dist.Banaskantha (1) Dhandha Godh Hathidra Road km 0/000 to 10/630. (2) Sabarda Pipali Gola Road km 0/000 to 4/400.

Name of work :- Resurfacing of Various Road (7 Year Renewal) Under SCSP/MMGSY/B.K./2025-26 /

Package No.69 In Ta. Palanpur Dist.Banaskantha.

Bill Of Quantities

Memorandum showing items works to be carried out :

No Description of Item (with brief specification and reference to book of

Quantity Unit Rate In figures Amount

specifications)

Clearing and grubbing road land including uprooting trunk, vegetation, grass bushes,

shrubs, sapling and trees girth upto 300 mm removal of stumps of trees cut earlier

1 and disposal of unservicable materials [C] By Mechanical means in area of light 6.01 Hact. 28455.10

Earth work for embankment with selected soil including breaking clods, dressing,

2 with all, lead and lift (excluding watering and consolidation) (A) From borrow area 21277.00 Cmt 154.88

with All lead and lift & CBR not less than

Box cutting the road surface to properslopeand camber for making a base forroad

3 work including removing theexcavated stuff and depositing on theroad side slope as 4700.00 Cmt 109.08

directed upto50Mt.lead.

Rolling of earthwork in layers with vibratory roller 80 Kn to 100 Kn static weight

4 including filling in depressions which occurs during the process. 25977.00 Cmt 22.96

Scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 cm.depth

including stacking useful materials on road side and disposing off remaining stuff.

Construction of granular sub-base by providing well graded material, (MC Metal

26.50 mm to 53 mm 35%, B.T. Kapachi 25.60 mm to 4.75 mm 45% & Stone dust

20% }spreading in uniform layers with motor grader on prepared surface, mixing by

mix in place method with rotavator at OMC, and compacting with smooth wheel

roller to achieve the desired density, complete as per Technical Specification Clause

Provdining and laying W.B.M of B.T.M.C metal of size 45 mm to 90 mm size

including 0.27 Cu.m. stone screening & 0.08 Cu.M. stone dust as filler including

spreading, watering & consolidation by vibratory roller 80KN to 100KN static

weight.100 mm thick compected.

Provdining and laying W.B.M of B.T.M.C metal of size 45 mm to 63 mm size

including 0.12 Cu.M. Stone Screeing & 0.08 Cu.M. stone dust as filler including

8 spreading, watering & consolidation by vibratory roller 80KN to 100KN static 2231.00 Cmt 1428.39

weight. 75 mm thick compected.

Providing hard side shoulder of 100 mm thick for embankment using quarry spall

with all lead and lift and including watering and rolling and consolidation of sub

grade in layers at OMC to required dry density including filling depression which

occur during the process using vibratory roller of 80 KN to 100 KN (selected quarry

spall having CBR value not less than 30.0)

Providing and laying bituminous grout base course 37.5 mm thick using asphalt

Grade VG-30 for tackcoat at the rate of 4.00 kg/10 smt on WBM Surface using

B.T. stone aggregate as per required gradation with the asphalt of VG-30 grade at the

10 rate of 1.99 % i.e. 19.90 Kg/M.T. by weight by mix including heating and mixing in 4750.00 M.T. 2126.68

drum mix plant, transporting the mix spreading the same by paver finisher and

consolidation by vibratory roller including cost of all materials, fuel labours, tools

and plants etc. using contractors own drum mix plant etc complete

No Description of Item (with brief specification and reference to book of

Quantity Unit Rate In figures Amount

specifications)

Providing and laying 37.50 mm thick compacted bituminous macadam with B.T.

Aggregate as per M.O.R.T & H gradation and Asphalt VG-30 @ 2.50 Kg/10 Sq.Mt.

on existing B.T.Surface for tack coat & Asphalt grade VG-30 for mixing @

Kg/M.T. i.e. 3.40% of total mix weight of the including heating the aggregates and

11 asphalt by continues batching of drum mix plant and spreading the same by paver 4679.00 M.T. 2706.30

finisher and consolidation with vibratory roller 80 KN to 100 KN Static weight

including providing all materials, equipments, tools and plants, oil, kerosene,

firewood, labour charges etc. comp. using contractor's own machineries drum mix

plant and paver finisher etc complete

Providing and laying premix seal coat using B.T. stone chips 6 mm size to 10 mm

size) 0.18 Cum/10 Sq.mt i.e. 0.66 Cum aggregate with bitumen Grade VG-30 @ rate

4.50% of weight mix i.e. 45.00 Kg/M.T. including heating the asphalt and aggregate

12 by continuous batching drum mix plant, transporting and mixed material and 1547.00 M.T. 3008.74

spreading the same by pavers finisher and consolidation by vibratory roller of 80 KN

to 100 KN static weight including providing tools, plants, firewood, oil, kerosene,

labour charges etc. complete

Providing and laying cement concrete 1:4:8 (1cement : 4 coarse sand : 8 Machine

13 Crushed stone aggregates 40 mm. nominal size) and curing complete excluding cost 813.00 Cmt 2780.37

of from work in :(a) Foundation and plinth

Providing & Laying cement concrete 1:1:5:3 (1 cement : 1:5 course sand : 3 graded

stone aggregate 20 mm nominal size) for C.C. road and curing cost of form work.

Finishing the cement concrete road by trimix process inclusive of labour charges for

trimix vacuum dewatering process on cement concrete road by using vacuum

dewatering pump, surface floater, surface vibrator including channeling & making

grooves & rough finish to surface by providing expansion joints, contraction joint &

construction joints with fillings of joints with asphalt filler as per direction by

engineer incharge & as per specsificaiton.

Providing TMT Bar FE 550D reinforcement for R.C.C. work including bending,

binding and placing in position complete upto floor two level

Providing and fixing ordinary Kilometer stone of pre-cast C.C 1:2:4: including

16 necessary reinforcement as per I.R.C type design fixing in C.C.1:4:8: including letter 14.00 No 1293.39

in and paints etc. complete. (For NH., SH.,M.D.R.)

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

lettering etc. com plate.

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

18 frame fabricated from suitable sizeiron angle of 35 x 35 x 3mm, 75 x 75 x 6mm as 26.00 No 3906.19

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) High Intensity Grade.

No Description of Item (with brief specification and reference to book of

Quantity Unit Rate In figures Amount

specifications)

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

19 IRC-30-1968, 3.1m long (2 nos) stand post and frame fabricated from suitable size 14.00 No 6397.44

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.(B)High Intensity Grade .

Place ideatification sign :-Providing and fixing sing boards made out of 2mm

aluminium sheet; size 150 x 90cms. 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 50x50x5mm 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 45 x 45 x 60cms. for each leg. including

excavation curing etc. complete under the supervision of engineer in charge.(B)High

Intensity Grade .

Citizen' s information Board- Providing and fixing of typical information board as

per instruction. Two ACP sheets of 3 mm thick, of 900 mm x 750mm size fixed at

top & bottom duly rivetted with MS angles of 25 x 25 x 5 mm thick M.S angle

shall be welded by two vertical M.S angle of 5 mm thick to 75 mm x 75 mm of

SWG square tubes posts duly embedded in cement concrete M-15 grade blocks of

21 600mm x 600mm x 75mm, below ground level. The letters & figure of any shade 2.00 No 8456.73

reflectorised with High Intensity Prismatic Grade Retro Reflective Sheeting of Type-

4 as per ASTM D-4956 and latest MORD specifications; 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). (A) Class-B High intensity

Grade Retro Reflective sheeting.

Providing and fixing logo board of MMGSY as per National Rural Road

Development Agency diamond size, 600 x 600 mm, 1.50 mm thick Plate & board

22 plate size, 900 x 250 mm, 1.5 mm thick M.S. plate and 2.40 meter deep length single 2.00 No 3953.14

angle 75 x 75 x 6 mm size including fitting and painting , lettering with luminous

colour as per drawing including fixing in CC 1:3:6 etc compete.

STOP Sign :-Providing and fixing sign boards made out of 4mm ACP (Aluminum

composite Panel); size 90 cms. Octagonal as per design of IRC-67-2012. Pre treated

with phospheting process & acid etching; coated with one coat of epoxy primer and

two coats of best quality epoxy paint ; reflectorised with High Intensity Prismatic

Grade retro reflective sheeting of Type-4 as per ASTM D-4956 and latest MORD

Specifications; 3.1mtr long stand post of Iron Angle 75 x 75 x 6mm and frame

23 fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with best quality 4.00 No 6704.36

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 warranty for 7 years for the

Retro reflective sheeting from original manufacturer shall be submitted by

contractor. (A) Class-B High intensity Grade Retro Reflective sheeting.

No Description of Item (with brief specification and reference to book of

Quantity Unit Rate In figures Amount

specifications)

Hazard Marker Sign :-Providing and fixing sign boards made out of 3mm ACP

(Aluminum composite Panel); size 90x30 cms. rectangular as per design of IRC-67-

2012. Pre treated with phospheting process & acid etching; coated with one coat of

epoxy primer and two coats of best quality epoxy paint ; reflectorised with High

Intensity Prismatic Grade retro refiectivesheeting of Type-4 as per ASTM D-4956

and latest MORD Specifications; 1.8mtr long stand post of Iron Angle 75 x 75 x

6mm as required and frame fabricated from suitable size iron angle of 35 x 35 x

3mm; painted with bestquality 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 blockof size 45 x 45 x 60 Cms. for each leg

including excavation, curing etc.complete under the supervision of engineer in

charge. A warranty for 7 years for the Retro reflective sheeting from original

manufacturer shall be submitted by contractor. (A) Class-B High Intensity Grade

Retro Reflective sheeting

Chevron sign :-Providing and fixing sign boards made out of 1.5mm aluminium

sheet / 3mm ACP (Aluminum composite Panel); size 60x50cm rectangular as per

design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated

with one coat of epoxy primer and two coats of best quality epoxy paint ;

reflectorised with High Intensity Prismatic Grade retro refiectivesheeting of Type-4

as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.3 mtr long stand post of

Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of35x35x3mm; painted with bestquality

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 blockof size 45 x 45 x 60Cms. for each leg

including excavation, curing etc.complete under the supervision of engineer in

charge. A warranty for 7 years for the Retro reflective sheeting from original

manufacturer & a certified copy of 3 year outdoor exposure test report from third

party test lab for the product offered shall be submitted by contractor. (A) Class-B

Type-4 Retro Reflective sheeting.

Project Information Board: Providing and fixing of typical Project informatory sign

boardwith Logo as per 1700 of MORD specifications and drawing. The board will be a

composite unit consisting ofThree Plates ACM (Aluminum Composite Material), material

specificaitons as per clause 17001.3. The topmost plate will be of 3mm ACM in diamond

shape of 600x600mm size, riveted with MS angle iron frame of25mmx25mmx5mm size on

back on edges. The middle 4mm ACM plate of will be 1200x150mm size rivetedwith MS

angle iron frame of 25mmx25mmx5mm size on back on edges. The main 4mm ACM lower

mostplate will be 1500mmx600mm size, riveted with MS angle iron frame of

25mmx25mmx5mm size. Riveting ofall the sheets over angle and flat iron frame will be done

neatly to have plain surface on one side. The angleiron frame of lower most plate and flat iron

frame of the middle plate will be welded to two nos 75mmx75mm (12 SWG) sheet tubes

posts placed at 1125mm apart centre to centre. the top of the middle platewill be flushed with

26 the top of 75mm dia medium steel tube posts and these posts will be embeded in 2.00 No 13399.67

cementconcrete M15 grade block of 450x450x600mm below ground level. The height of the

bottom of the lowerplate will be 1200mm from normal ground level and the bottom of the

middle plate will be 100mm above thetop level of the lower most plate. the diamond shaped

plate mounted over flat angle iron frame will beconnected to middle plate by square steel

section of 47mmx47mm, thickness 12SWG having a spacing of100mm between the diamond

shaped plate and middle plate and this square section will be riveted to thebottom point of the

diamond shaped plate. logo, letters and numerals on the ACM should be madeup of Retro

Reflective sheeting of Type-1 AEGP Class-A grade as per the latest MORD section

andIRC 67-2012 specifications. Al the section of the frame and posts shall be painted with

primer and two coatsof epoxy paint. The design, painting and lettering shall be done as per

the Signage Guide and asdirected by Engineer-In-charge. . A warranty for 5 years for the

Retro reflective sheeting for Class-A

Road Marking With Hot Applied Thermoplastic Paints with Reflectorising Glass

Beads On Bitumen Surface.Providingcand laying a hot applied thermoplastic

compound 2.5 mm. thick including reflectorising glass beads @250 gms per sqm.

Area,Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-

2015.The finished surface to be level uniform and free from streaks and holes. Zebra

27 patta/bump patta lane /center line /edge line/cut patta, The white color marking 3262.00 Smt 367.73

should provide Iiminanance coefficient on cement road shall be min.

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 of Reflectorising for Two Years.

No Description of Item (with brief specification and reference to book of

Quantity Unit Rate In figures Amount

specifications)

Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks Raised Pavement

Markers made of polycarbonate and ABS moulded body and reflective panels with

micro prismatic 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 DO III Dt 11.06. 1997. The height, width and

length shall not exceed 20 mm, 130 mm and 130 mm and with minimum reflective

area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The

strength of detachment of the integrated cylindrical shanks, (of diameter not less than

19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum

value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go

inside, without nails and using epoxy resin based adhesive as per manufacturers

recommendation and The color of the marker should be as per the IRC 35-2015 and

as directed by Engineer-in-charge..

Excavation for foundation upto 1.5 M. depth including sorting out and stacking of

29 useful materials and disposing of excavated stuff up to 50M. lead.(a) Loose or soft 1856.00 Cum 122.94

Providing and casting in situ ordinary cement concrete M-150 mix and providing

30 necessary pin headers including shuttering, scaffolding, laying vibrating curing and 2273.00 Cum 3765.79

finishing complete without V Grooves. (A) Height from 0.0 to 5.00 mt

Providing & Laying weep hole in Aburtments,and returns by using PVC 6 kg/Sqcm

31 pipe of 110 dia including laying in proper grade and jointing the completed as per 1135.00 No 146.03

detailed specification.

Excavation for foundation for Upto 1.5 Mt to 3.0 Mt. depth including sorting out and

32 stacking of useful materials and disposing of the excavated stuff upto 50Mt. lead.(a) 29.00 Cum 136.30

Loose or soft soil

Supplying and fixing reinforced concrete heavy 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.(v) 1200mm dia. (more than 10 ton)

Supplying and fixing reinforced concrete heavy 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.(v) 900mm dia. (more than 10 ton)

Total Tender amount

Rupees Six Crore Twenty Eight Lakh(s) Eighty Three Thousand Seven Hundred Thirty Seven And Paise Ninety Four Only

I/am we/are willing to carry out the work at _____% above /below _____________ percent (should be written in figures and words) of the estimated rates

mentioned above. Amount of my/our tender works out as under.

* Estimated amount put to tender

1. The Contractor Shall Exhibit a board with deatiled specification and details of work as directed by the Engineer-In-Charge for which no Extra

Payment shall be made.

2. The labour crss will be deducted as per prevaling 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 RCC items in Rate Analysis Standard cement Consuption has been taken as per Govt.G.R: PRC -10/2017 cement consumption/16/c, Date: 11/05/2017 as

stated i. S.O.R therefore in RCC Items where there is a changed as per actual mix design the cost of diffrence of cement consumption have been deduvted from

the rate of orignal item at the rate of input rate mentioned in all the tender.

Above all items of " Schedule-B" with iem Description,Unit,Rate & Amount Have verified by me and found Order.

Deputy Executive Engineer Executive Engineer

Panchayat R & B Sub Division Panchayat R & B Division

Palanpur Palanpur