Resurfacing and Strengthening Non Plan Road Under MMGSY/NORMAL/2025-26/ In Ta:Kalol Dist:Gandhinagar. (1) Construction of Pansar to chattral Road km 0/000 to 5/700.

Name of work :- Resurfacing and Strengthening Non Plan Road Under MMGSY/NORMAL/2025-26/ In

Ta:Kalol Dist:Gandhinagar.

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 2.57 Hact. 28455.10

Earthwork for embankment carried by lime soil stabilization 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 2.0KM. lead FOR EARTHWORK CBR VALUE 6 % OR

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

3 including filling in depressions which occurs during the process. 2970.00 Cmt 23.12

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% & Coarse sand

below 2.38 mm 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 401. Grading I

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

6 spreading, watering & consolidation by vibratory roller 80KN to 100KN static 10111.00 Cmt 2200.79

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

Providing and laying bituminous grout base course 50 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 rate of

8 1.99 % i.e. 19.90 Kg/M.T. by weight by mix including heating and mixing in drum 3884.00 M.T. 2780.29

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

Providing and laying 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

9 asphalt by continues batching of drum mix plant and spreading the same by paver 4272.00 M.T. 3379.77

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

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

Quantity Unit Rate In figures Amount

specifications)

Providing and laying 30 mm thick Bituminous concrete on existing bituminous

surface and using specification graded machine crushed with 5.50 % bitumen VG-30

grade by Wt. of total mix as per specification MORTH including mixing of asphalt

with B.T. chips in continuous batch mix plant transporting same as by paver finisher

and consolidation the same with pair of 8 tonnes to 10 tonnes vibratory roller to

achieve desire density and including VG-30 grade bitumen, cost of emulsion, cost of

required tools , plants, all machineries, equipment fire wood , oil, kerosene, charges

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

11 work including removing theexcavated stuff and depositing on theroad side slope as 2970.00 Cmt 109.25

directed upto50Mt.lead.

Providing and laying cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 Machine

12 Crushed stone aggregates 40 mm. nominal size) and curing complete excluding cost 1360.00 Cmt 3084.90

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 500D 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

15 necessary reinforcement as per I.R.C type design fixing in C.C.1:4:8: including letter 5.00 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

17 frame fabricated from suitable sizeiron angle of 35 x 35 x 3mm, 75 x 75 x 6mm as 24.00 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..................

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 45 x 45 x 60cms. 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)

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

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

20 plate size, 900 x 250 mm, 1.5 mm thick M.S. plate and 2.40 meter deep length single 1.00 No 4250.08

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

21 fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with best quality 2.00 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.

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

23 size iron angle of35x35x3mm; painted with bestquality epoxy coatings in black and 28.00 No 3711.75

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.

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

Quantity Unit Rate In figures Amount

specifications)

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

24 flushed with the top of 75mm dia medium steel tube posts and these posts will be embeded 1.00 No 13428.96

in 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 1700 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

25 patta/bump patta lane /center line /edge line/cut patta, The white color marking 1404.93 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.

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 +/-

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..

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) 300 mm dia.

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) 450 mm dia.

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

Quantity Unit Rate In figures Amount

specifications)

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) 600 mm dia.

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.

Providing and fixing Pre-cast Rubber Dye inter locking concrete block 80mm thick

with grade of concrete M250 pnumatic compressed by mechanically pressed and as

31 per approved design CONFIRMING IS 15658:2006 including 75mm Sand layer for 800.00 Sqm 885.77

levelling and filling the joint with sand inproper line and level as per guidelines of

IRC: SP63-2018 etc complete.

Providing and fixing pre-cast concrete kerb stone of gray cement based concrete

block 30cm length,30cm height and 15cm thick of M250 grade concret as per

approved design and including excavation for fixing in proper line and level,filling

the joint with C:M 1:3 (1cement:3fine sand) etc complete.

Providing and erecting a W type 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 2 m centre to centre, 1.80 m

33 high with 1.10 m below ground/road level, with ACM type reflector all steel parts 100.00 Rmt 5794.37

and fitments to be galvanised by hot dip process, all fittings to confirm to I.S

and I.s 1364, metal beam rail to be fixed on the verticale post with a spacer of

channel section 150x75x5 mm, 330 mm long complete

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

34 useful materials and disposing of excavated stuff up to 50M. lead. (a) Loose or soft 2571.00 Cum 123.13

Providing and laying cement concrete 1:2:4 (1- Cement : 2Coarse sand : 4- graded

35 stone aggregates 20 mm nominalsize) and curing complete excluding cost of 973.00 Cum 3758.19

Excavation for foundation in sand, gravel clay, soft soil and murrum etc, including

36 shoring, strutting and dewatering as necessary and disposing of the excavated stulf as 1313.00 Cum 526.15

directed. (A) Depth upto 3.0 M. and lead upto 100m for 10 Cum

Excavation for foundation in sand, gravel clay, soft soil and murrum etc, including

37 shoring, strutting and dewatering as necessary and disposing of the excavated stulf as 365.00 Cum 616.34

directed. (A) Depth upto 3.0 to 0.6 M. and lead upto 100m for 10 Cum

Providing & filling in foundation with ordinary cement concrete M 100 mix and

38 providing necessary vertical pin headers including formwork vibrating ramming & 204.00 Cum 3341.44

curing complete.

Providing and casting in situ controlled cement concrete M200 mix for RCC work in

piers, abutment and RCC return as per drawing including centering, shuttering,

scaffolding where necessary laying, vibrating, curing and finishing complete. (A) All

Height {Piers, Return wall, Abutment}.

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

Quantity Unit Rate In figures Amount

specifications)

Providing and casting in-situ controlled cement concrete M 250 for R.C.C. works in

pier cap abutment cap and dirt wall including controlled cement concrete M 250 bed

40 block or pedestals of required size below bearing as per detailed drawing centering, 46.00 Cum 5352.50

shuttering, scaffolding, wherever necessary laying, vibrating, curing and finishing

Providing and casting in situ ordinary cement concrete M. 300 for R.C.C. solid slab

including centering scaffolding curing and finishing complete.

Providing and casting in situ controlled cement concrete concrete M-300 for

approach slab including formwork curing and finishing complete.

Providing and casting in situ Controlled cement concrete M-400 for average 100 mm

43 thick wearing coat laid as directed including tamping vibrating finishing curing and 63.00 Cum 5664.08

filling in joints with bitumen completed.

Providing and casting in situ ordinary cement concrete M.400 for kerb/kerb block

44 including formwork curing and finishing complete. 29.00 Cum 5237.10

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

45 necessary pin headers including shuttering, scaffolding, laying vibrating curing and 114.00 Cum 3917.50

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

Providing and laying in position FE 550D TMT bar reinforcement with Providing

fusion bonded Epoxy coating not less than 175 micron thickness and up to

micron to reinforcement bars as per IS-13620-1993/ASTM-775 M including testing

of coating at plant including cutting, bending, hooking and tying complete as per

detailed for the following.. For RCC Raft, Pier, Top Slab, Cuttoff walls Wearing

coat, Approach Slab and Temperature steel etc. comp.

Providing and laying filter media 600 mm. Thick as directed at the back of abutments

returns and wing walls as per detailed specifications

Providing and laying weep hole in abutment and returning by using P.V.C. pipes of

48 100mm diameter including laying in proper grade and joining etc. complete as per 270.00 No 89.20

detailed specification.

Providing and Laying Rubble For Apron(each Stone Weight not less than

kg).Including Packing &Filling in the interseces with Quarry Spall

50 Supplying & fixing premoulded bituminous joint filler (iii) 25 mm thick 41.00 Sqm 802.87

Providing and fixing in position mild steel dowel bars in pier caps or abutments caps

51 for anchorage in free end as per detailed drawing including cutting, bending and 45.00 No 399.70

welding complete.

Providing and fixing in position mild steel dowel bars in pier caps for anchorage in

fixed end as per detailed drawing including cutting, bending and welding.

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

Quantity Unit Rate In figures Amount

specifications)

Providing Diversion For New Construction Of Causeway by Providing necessary

53 earthwork,Murrum Bedding for watercourse including mainting till the compltion of 150.00 Rmt 1453.39

work and removing the same and clering etc comp as directed .

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

54 pipe of 110 dia including laying in proper grade and jointing the completed as per 450.00 No 146.03

detailed specification.

55 Providing, Laying, Supplying and fixing Pre Cast PU Shape Drain 450 x 450 3600.00 Rmt 4597.02

Providing and Constructing Kundi (Inspection Chamber) Size 0.60Mt X 0.60Mt

Inside Measurement

Total Tender amount

Rupees Forteen Crore Seventy Lakh(s) Seventy Five Thousand Nine Hundred Thirty Two And Paise Eighty Nine 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

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

R P Sub Division Panchayat R & B Division

Gandhinagar Gandhinagar