Resurfacing of Various Road (7 Year Renewal) MMGSY/ SCSP/ B.K./ 2025-26/ Package No.62 In Ta. Dhanera Dist.Banaskantha (1) Resurfacing of Lawara Magarava Kuvarla Shergadh Road km 0/0000 to 13/290

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 and disposal of

unservicable materials [C] By Mechanical means in area of light jungle

2 and lift (excluding watering and consolidation) (A) From borrow area with All lead and lift & 4248.00 Cmt 154.88

CBR not less than

Earthwork in cuting in all sorts of soil and soft murrum including conveying and spreading the

3 stuff, embankment as and where directed within 200meters from the end of the cutting with all 13463.00 Cmt 134.13

required lead and lift.

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

removing theexcavated stuff and depositing on theroad side slope as directed upto50Mt.lead.

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

5 filling in depressions which occurs during the process. 25266.00 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% & Coarse sand below 2.38 mm 20%

7 }spreading in uniform layers with motor grader on prepared surface, mixing by mix in place 3168.00 Cmt 1770.53

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

8 Cu.m. stone screening & 0.08 Cu.M. stone dust as filler including spreading, watering & 1828.00 Cmt 2488.64

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

Cu.M. Stone Screeing & 0.08 Cu.M. stone dust as filler including spreading, watering &

consolidation by vibratory roller 80KN to 100KN static 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

10 required dry density including filling depression which occur during the process using vibratory 1594.80 Cmt 1301.74

Providing and laying bituminous grout base course 37.5 mm thick using asphalt Grade VG-30

for tackcoat at the rate of 2.50 Kg/10 Sq.Mt. on existing B.T.Surface And 4.00 kg/10 smt on

WBM Surface using B.T. stone aggregate as per required gradation with the asphalt of VG-30

11 grade at the rate of 1.99 % i.e. 19.90 Kg/M.T. by weight by mix including heating and mixing in 6486.00 M.T. 2545.95

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

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 @ 34.00 Kg/M.T. i.e. 3.40% of total mix weight of

the including heating the aggregates and asphalt by continues batching of drum mix plant and

spreading the same by paver 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 Rate In

Description of Item (with brief specification and reference to book of specifications) Quantity Unit Amount

Providing and laying 20 mm thick Mixed seal surfaceing using stone chipping and aggregates as

per M.O.R.&H gradation with bitumen Grade VG-30 @ rate 5.10% of weight mix i.e.51.00

Kg/M.T. including heating the asphalt and aggregate by continuous batching drum mix plant,

transporting and mixed material and 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 Crushed stone

14 aggregates 40 mm. nominal size) and curing complete excluding cost of from work in :(a) 616.00 Cmt 2775.69

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

15 dewatering process on cement concrete road by using vacuum dewatering pump, surface floater, 450.00 Cmt 4656.10

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 necessary

17 reinforcement as per I.R.C type design fixing in C.C.1:4:8: including letter in and paints etc. 13.00 No 1293.39

complete. (For NH., SH.,M.D.R.)

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

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 sizeiron angle

of 35 x 35 x 3mm, 75 x 75 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)

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 .

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 .

No Rate In

Description of Item (with brief specification and reference to book of specifications) Quantity Unit Amount

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 12 SWG square tubes posts duly

embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 75mm, below ground

level. The letters & figure of any shade 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 plate size, 900 x 250 mm, 1.5 mm

23 thick M.S. plate and 2.40 meter deep length single angle 75 x 75 x 6 mm size including fitting 1.00 No 3953.14

and painting , lettering with luminous colour as per drawing including fixing in CC 1:3:6 etc

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 fabricated from suitable size iron angle of 35 x 35 x 3mm; 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 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 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

No Rate In

Description of Item (with brief specification and reference to book of specifications) Quantity Unit Amount

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 the top of 75mm dia medium steel tube

posts and these posts will be embeded 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 patta/bump patta lane /center line /edge line/cut patta, The

white color marking 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 +/- 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..

Providing and erecting a W type metal beam crash barrier comprising of 3 mm thick corrugated

sheet metal beam rail, 90 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 high road level, with ACM type

reflector all steel parts and fitments to be galvanised by hot dip process, all fittings to confirm to

I.S 1367 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 as per clause 810 RA

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

materials and disposing of excavated stuff up to 50M. lead.(a) Loose or soft soil

No Rate In

Description of Item (with brief specification and reference to book of specifications) Quantity Unit Amount

Excavation for foundation for Upto 1.5 Mt to 3 Mt. depth including sorting out and stacking of

32 useful materials and disposing of the excavated stuff upto 50Mt. lead. 58.00 Cum 136.30

(a) Loose or soft soil

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

33 headers including shuttering, scaffolding, laying vibrating curing and finishing complete 3204.00 Cum 3765.79

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

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

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

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

dia including laying in proper grade and jointing the completed as per detailed specification.

Total Tender amount

Rupees Ten Crore Sixty Five Lakh(s) Seventy Eight Thousand Four Hundred Sixty Nine And Paise Eighty 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

Deduct :_____ % Below Rs.________________ Add :_____ % Above Rs.________________

Net Rs. ______________________ Total Rs. ______________________

In words ___________________________ In words __________________________

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

Panchayat R & B Sub Division Panchayat R & B Division

Dhanera Palanpur