Road

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

1 unservicable materials [C] By Mechanical means in area of light jungle 0.34 28393.03 Hact.

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

2 density including filling the depression which occur during the process using power roller 8T 6436.00 169.44 Cmt

to 10T.(E) From Borrow area within 3.0KM. lead

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

3 filling in depressions which occurs during the process. 444.00 22.49 Cmt

Construction of Grannular sub base of in providing GSB Gr - I coarse graded material using

B.T Metal 26.5mm to 53 mm @ 35 % ,26.5mm to 4.75mm 45o/o & Below 2.36mm 45 %

Below 2.36 mm 20% in uniform layer with motor grader on prepared surface mxing by mix

in place method with vibratory roller to achive the desired density complete as per close

Providing, laying spreading and compacting stone aggregates of specific sizes to water

bound macadam (Grade-I) (BT Metal of size 45-90 mm) Specification including spreading

in uniform thickness , hand packing, roalling with 3 wheeled steel / vibratory roller in stages

5 to proper grade and camber , applying and brooming requisite type of screening / binding 203.00 2407.74 Cmt

material to fill up the interstices of coarse aggregate ,watering and compacting to the

required density.

Providing, laying spreading and compacting stone aggregates of specific sizes to water

bound macadam (Grade-II) (BT Metal of size 45-63 mm) Specification including spreading

in uniform thickness , hand packing, roalling with 3 wheeled steel / vibratory roller in stages

6 to proper grade and camber , applying and brooming requisite type of screening / binding 452.00 2283.31 Cmt

material to fill up the interstices of coarse aggregate ,watering and compacting to the

required density.

Providing and compacted Quarry spall for hard side shoulder on road site including

7 collection of material spreading, rolling of waterlng etc. complete as directed. 82.20 1256.98 Cmt

Providing & applying evenly Tack coat with bitumen Grade (VG-30) on prepared surface of

8 granular base including cleaning of road surface and sparying primer at the rate of 4.0 Kg. / 1875.00 22.40 Smt

10 Smt using mechanical means.

Providing & laying 37.50 mm thick B.U.S.G. with B.T. aggregates as per M.O.R.T.&H.

specification & bitumen for mixing viscosity grade VG-30 at the rate of 19.90 Kg./M.T.

i.e.1.99 % of total weight of mix including heating the aggregare & asphalt in continuous

9 Drum mix plant and spreading the same by paver finisher and consolidation with vibratory 141.00 2515.61 M.T.

roller including paving all materials equipments, tools & plants, fire wood, oil, kerosene,

labour charges etc complete using contractorrs own machinery batch mix plant & paver

finisher etc. complete.

Providing and laying 37.5 mm thick compacted bitumenous macadam (BM) using crushed

stone aggregate as pcr MORT & H grodation a & VG-30 grade bitumen [with VG-30 as

tack coat 2.5 kg/10 smt] at the rate of 3.40 % by weight of total mix (i.e. 34kg/mt by wt. of

total mix) for binding including heating and mixing the asphalt and aggregates by continuous

10 drum mix plant and transporting the mix and spreading the same by paver linisher and 155.00 3293.11 M.T.

consolidation with vibratory road roller including using all necessary equipments, tools,

plants, including cost of all materials, firewood, oil, lubricants, labour charges etc. complete.

Providing & laying 20mm thick premix seal surfacing using specified graded machine

crushed aggregates with VG-30 grade bitumen at the rate of 5.10 % i.e. 51.0 Kg/ M.T. by

weight mix including heating & mixing in drum mix plant transporting the mix spreading

11 the same by paver finisher and consolidation by vibratory roller as per MORT&H 87.00 3905.27 M.T.

specification including cost of all materials fuel, labours, tools and plant etc. comp.

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

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

including removing the excavated stuff and depositing on theroad side slope as directed Cmt

upto50Mt.lead

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.

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

14 providing expansion joints, contraction joint & construction joints with fillings of joints with 204.00 5326.74 Cmt

asphalt filler as per direction by engineer incharge & as per specsificaiton.

Providing and placing in position for T.M.T.(FE 500D bar reinforcement (l.S.l. Mark) for

following items including cutting, bending, hooking and lying complete as per detailed

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

16 com plate. 3.00 356.50 No

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

17 coatings in black andwhite bends. The details of symbol foreach board shall be as per 4.00 3342.18 No

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.(A) Engineer Grade(VR)

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.(A) Engineer

Grade(VR)...

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.(A)

Engineer Grade(VR)...

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

MMGSY "LOGO" Board : Providing and fixing of MMGSY LOGO informatory sign board

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

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

specifications as per clause 17001.3. The top most plate will be of 3mm ACP in diamond

shape of 600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size on

back on edges. The Lower plate will be of 4mm ACP of 1100x300mm size riveted with MS

angle iron frame of 25mmx25mmx5mm size on back on edges. Riveting of atl the sheets

over angle and flat iron frame will be done neatly to have plain surface on one side. The

angle iron frame of Both the plates will be welded to a 75mmx75mmx6mm Mild steel post

at Centre and this post will be embeded in cement concrete Ml5 grade block of

450x450x600mm below ground level. The height of the bottom of the lower plate will be

1200mm from normal ground level. The spacing between the diamond shaped plate and

20 Lower Plate is kept 150mm. MMGSY logo, letters and numerals on the ACM should be 1.00 6775.08 No

made up of Retro Reflective sheeting of Type-l AEGP Class-A grade as per the latest

MORD section 1700 and IRC 67 2012 specifications. Al the section of the frame and posts

shall be painted with primer and two coats of epoxy paint. The design, painting and lettering

shall be done as per the MMGSY Logo sign Design and as directed by Engineer in-charge.

A warranty for 5 years for the Retro reflective sheeting for Type-l Class-A fi'urn oligiual

nranufacturer shall be submitted by contractor.

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 fabricated from suitable size iron angle of 35 x 35 x 3mm 75x75x6mm

as required; painted with best quality epoxy coatings in black and white bends. the details of

21 symbol for each board shall be as per the instruction of engineer in charge. The fixing at site 2.00 4676.06 No

shall be in 1:2:4 CC block of size 45 x 45 x 60cms. for each leg. including excavation curing

tec. complete under the supervision of engineer in charge.(A) Engineer Grade(VR)....

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.

Specifications; 3.1m long stand post and frame fabricated from suitable size iron angle of

22 35 x 35 x 3mm & 50 x 50 x 5mm painted with best quality epoxy coatings The fixing at 4.00 2423.74 No

site shall be in 1:2:4 CC block of size 45x45x60cms. for each leg. including excavation

curing etc. complete under the supervision of engineer in charge.(A) Engineer Grade(VR)...

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

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

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

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

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

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

600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges.

The middle 4mm ACM plate of will be 1200x150mm size riveted with MS angle iron frame of

25mmx25mmx5mm size on back on edges. The main 4mm ACM lower most plate will be

1500mmx600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size. Riveting of all

the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The

angle iron frame of lower most plate and flat iron frame of the middle plate will be welded to two

nos. 75mm x75mm (12 SWG) sheet tubes posts placed at 1125mm apart centre to centre. the top of

the middle plate wilt be flushed with the top of 75mm dia medium steel tube posts and these posts

will be embeded in cement concrete M15 grade block of 450x450x600mm below ground level. The

height of the bottom of the lower plate will be 1200mm from normal ground level and the bottom of

24 the middle plate will be 100mm above the top level of the lower most plate. the diamond shaped 1.00 9880.83 No

plate mounted over flat angle iron frame will be connected to middle plate by square steel section of

47mmx 47mm, thickness 12SWG having a spacing of 100mm between the diamond shaped plate and

middle plate and this square section will be riveted to the bottom point of the diamond shaped plate.

MMGSY logo, letters and numerals on the ACM should be made up of Retro Reflective sheeting of

Type-l AEGP Class-A grade as per the latest MORD section 1700 and fRC 67- 2012 specifications.

Al the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The

design, painting and lettering shall be done as per the MMGSY Signage Guide and as directed by

Engineer-In-charge. . A warranty for 5 years for the Retro reflective sheeting for Class-A

respectively, from original manufacturer shall be submitted by contractor

Citizen's information Board- Providing and fixing of typical MMGSY 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

25 ground level. The letters & figure of any shade reflectorised with High Intensity Prismatic 1.00 11197.87 No

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.

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

26 line/cut patta, The white color marking should provide Iiminanance coefficient on cement 164.40 367.73 Smt

road shall 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 of Reflectorising for Two Years.

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. 1997. The height, width and length shall not exceed 20 mm, 130 mm and 130 mm

27 and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 137.00 217.41 No

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-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

28 in C.M. 1:2 watering and laying (to level or slopes) of class NP3 of following internal 10.00 1952.00 Rmt

daimeters.(v) 600mm dia.

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

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 soil Cum

Providing and casting in situ Ordinary cement concrete M150 for R.C.C. Raft and cut-off

30 walls including necessary shuttering laying, vibrating, ramming and curing complete. 289.00 3637.08 Cum

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

31 in C.M. 1:2 watering and laying (to level or slopes) of class NP3 of following internal 30.00 3446.50 Rmt

daimeters.(v) 900mm dia.

Providing & 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 specification.

Total Tender amount

Rupees Eighty Two Lakh(s) Fifty Nine Thousand Four Hundred Ninety Eight And Paise Ninety 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

Deduct :_____ % Below Rs.________________

Net Rs. ______________________

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 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.

Signature of Contractor

Deputy Executive Engineer Executive Engineer

Bandhkam (Pan) Sub Division R & B (Pan) Division

Viramgam Ahmedabad