Construction of (Iconic Road) from Saint Marry Fatak to LC-36 ROB (Navalakhi Fatak) At Morbi Municipal Corporation Area, Morbi

Name of Work : Construction of (Iconic Road) from Saint Marry Fatak to LC-36 ROB (Navalakhi Fatak) At Morbi Municipal Corporation

=// Bill of Quantities //-

Item No. Quantitie Item of Works Unit Estimated Rates Total Amount

Item No. Quantitie Item of Works Unit Estimated Rates Total Amount

Estimated Rs. in Rs. In Words Accourding to

Figure Estimated

1 1702.00 Demolition including stacking of serviceable materilas and disposal of unserviceable Cum 1232.37 Rupees One Thousand Two

materials with all lead and lift. (i) R.C.C. work Hundred Thirty Two Paise

Thirty Seven Only

2 756.00 Box cutting the road surface to proper slope and camber for making a base for road work Cum 124.38 Rupees One Hundred

including removing the excavated stuff and depositing on the road side slope as directed upto Twenty Four Paise Thirty

all lead & Lift. Eight Only

3 222.00 Providing and laying compacted WBM (in two equal layers of 175mm thick) of Cum 1261.55 Rupees One Thousand Two

B.T.M.C.metal of size of size 40 to 63 mm in required layers including using 13% stone Hundred Sixty One Paise

screening 13.20 mm size and 7% stone dust as filler including spreading watering and Fifty Five Only

consolidation by vibratory roller etc complete.

4 333.00 Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6- hand broken stone Cum 3095.25 Rupees Three Thousand

aggregates 40 mmnominal size) and curing complete excluding cost of formwork in (A) Ninety Five Paise Twenty

Foundation and Plinth Five Only

5 2960.00 Kerbing Small: Providing and fixing pre-cast concrete kerb stone of gray cement based Rmt 374.92 Rupees Three Hundred

concrete block 30cm length,30cm height and 15cm thick of M250 grade concret as per Seventy Four Paise Ninety

approved design and including excavation for fixing in proper line and level,filling the joint Two Only

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

as selected by Engineer in charge.

6 2960.00 Kerbing Big : Providing and fixing pre-cast concrete kerb stone of gray cement based Rmt 3750.13 Rupees Three Thousand

concrete block 30cm length,1 mt height and 30 cm thick of M250 grade concret as per Seven Hundred Fifty Paise

approved design and including excavation for fixing in proper line and level,filling the joint Thirteen Only

with C:M 1:3 (1cement:3fine sand) etc complete. as selected by Engineer in charge.

7 1776.00 Providing 15mm thick cement plaster in single coat on Rough (Similar)side of single walls for SqM 161.20 Rupees One Hundred Sixty

plastering upto floor two level and finished even and smooth in (ii) Cement mortar 1:4 (1- One Paise Twenty Only

cement :4-sand)

Item No. Quantitie Item of Works Unit Estimated Rates Total Amount

Item No. Quantitie Item of Works Unit Estimated Rates Total Amount

Estimated Rs. in Rs. In Words Accourding to

Figure Estimated

8 7548.00 Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface SqM 80.80 Rupees Eighty Paise Eighty

with synthetic enamel paint in all shades on new plastered concrete surfaces) as per Only

instructions given by engineer in charge.

9 2220.00 Providing and fixing pre-cast punch design rubber molded only artificial cobble concrete SqM 706.93 Rupees Seven Hundred Six

stone 60mm thick with grade of concrete M250 pnumatic compressed / vibrated mechanically Paise Ninety Three Only

and as per approved design including 35 mm Sand layer for levelling and filling the joint with

only sand in proper line and level as per guidlines of IRC : SP 63-2018 etc. Complete. design

and pattern must be as selected by Engineer in charge.

10 1110.00 Preparing the land by filling fertile/ selected garden soil, including leveling & fine dressing Cum 108.07 Rupees One Hundred Eight

and mixing manure/bio tech fertilizer/ fertilizer and termite treatment as per requirement. Paise Seven Only

11 1036.00 Plantation of flower bed with selected flower plant as suggested by Engineer in charge SqM 441.37 Rupees Four Hundred

including planting the same at 60 CM apart and growing the same including maintenance Fourty One Paise Thirty

upto six months. Seven Only

12 740.00 Providing tree plants having minimum 1.20 mt height and health growth of bottle palm tree, No 10.10 Rupees Ten Paise Ten Only

Cycus palm and other palm tree or any big trees as suggested by Engineer in charge planting

including 30 x 30 x 30 Cm. pit filling with selected garden soil including manure, fertilizer

and maintenance upto six month.

13 740.00 Providing and fixing 1.80 mt. height and 45 cm dia round Treeguard by using No 858.50 Rupees Eight Hundred Fifty

20mmx20mmx3mm size vertical MS angle and 50x50mm 10 guage welded steel mesh Eight Paise Fifty Only

framing on 20x3 mm MS flats and 20x5 cm MS sheet name plate as per design incl. one coat

of primer and two coats of oil painting etc. complete.

14 350.00 Supplying and fixing reinforced concrete heavy duty nonpressure pipes with collars or spigot Cum 1968.38 Rupees One Thousand Nine

joints for carrying heavy traffic as per IS 458-1991 specifications including setting the pipes Hundred Sixty Eight Paise

in C.M. 1:2 watering and laying (to level or slopes) of class NP3 of following internal Thirty Eight Only

daimeters.(iii) 600mm dia.

15 14.00 Providing and Fixing pre cast RCC M-200 chamber for underground chamber Precast Cum 16164.80 Rupees Sixteen Thousand

Cement Concrete M20 Grade grate cover with frame (Heavy duty 35 tonne Capacity ) One Hundred Sixty Four

750mm x 750mm Clear opening total weight of cover with frame to be not less than 100Kg. Paise Eighty Only

(Wt. of cover 72 Kg.and Wt. of frame 28Kg. ) foundation concrete 1:3:6 , and 20 cm thick

wall all side with M200 Concrete . (Pre cast also can aprooved) with both side of inlet and

outlet connection of 600 mm dia. pipe (i) Inside dimensions 1000mmx 1000mm and

1800mm deep(avg) for single pipe line.

Item No. Quantitie Item of Works Unit Estimated Rates Total Amount

Item No. Quantitie Item of Works Unit Estimated Rates Total Amount

Estimated Rs. in Rs. In Words Accourding to

Figure Estimated

16 637.00 Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations etc. Cum 136.92 Rupees One Hundred Thirty

in layers not exceeding 20 cm. in depth consolidating each disposited layer by ramming and Six Paise Ninety Two Only

17 2.00 Place identification vertical sign :-Providing and fixing retro Reflective Hi Intensity Micro No 26340.75 Rupees Twenty Six

Prismatic Grade Board using 2mm Aluminum / 4mm ACP, 300mm thick brick masonary Thousand Three Hundred

wall Descaling and degreasing the board as per requirement using epoxy reflactive process Fourty Paise Seventy Five

by screen painting as directed etc. complete including transporting and fixing on C.C. 1:2:4 Only

with necessary excavation curing etc. complete as per I.R.C. 67-2012 design. A warranty for

2 years for the Retro reflective sheeting from original manufacturer & a certified copy of

year outdoor exposure test report from third party test lab for the product offered shall be

submitted by contractor. (B)Class B Type-4(MDR/ODR) retro reflective sheeting

Design and pattern must be selected by engineer in charge.

18 4.00 Direction sign (Junction board):-Providing and fixing retro Reflective Hi Intensity Micro No 7610.66 Rupees Seven Thousand Six

Prismatic Grade Board using 2mm Aluminum / 4mm ACP, angle post 150mm dia x 6mm Hundred Ten Paise Sixty

thick. Descaling and degreasing the board as per requirement using epoxy reflactive process Six Only

by screen painting as directed etc. complete including transporting and fixing in C.C. 1:2:4

with necessary excavation curing etc. complete as per I.R.C. 67-2012 design. A warranty for

2 years for the Retro reflective sheeting from original manufacturer & a certified copy of

year outdoor exposure test report from third party test lab for the product offered shall be

submitted by contractor. (B)Class B Type-4(MDR/ODR) retro reflective sheeting

Design and pattern must be selected by engineer in charge.

19 1332.00 Road marking with Hot applied Thermoplast compound with reflectorising glass beads on SqM 367.72 Rupees Three Hundred

bitumineous surface and laying of hot applied thermostatic compound 2.5mm thick including Sixty Seven Paise Seventy

reflectorised glass beads @ 250 grams / sq.mt. area, thickness of 2.5mm is exclusive of Two Only

surface applied glass beads as per IRC 35. The finished surface to be level uniform and free

form streaks & holes, With 2 Years Warrenty

Item No. Quantitie Item of Works Unit Estimated Rates Total Amount

Item No. Quantitie Item of Works Unit Estimated Rates Total Amount

Estimated Rs. in Rs. In Words Accourding to

Figure Estimated

20 1480.00 Cat Eye : Supplying of Molded Twin Shanks Raised Pavement Markers made of No 326.23 Rupees Three Hundred

polycarbonate and ABS moulded body and reflective panels with Micro prismatic lens (No Twenty Six Paise Twenty

Glass bead lens) capable of providing total internal reflection of the light entering the lens Three Only

face and shall support a load of 13635 kgs. tested in accordance to ASTM D4280 Type H and

complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 -

DO II 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 manufacturer's

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

directed by Engineer-in-charge.

21 20.00 Providing, Supplying and installation of Dustbin material of ISI PVC with 200 Ltr capacity No. 12625.00 Rupees Twelve Thousand

and as directd by engineer in charge. Six Hundred Twenty Five

22 2.00 Providing, Fixing of Xtreme Media 5000 Nits Brightness, Outdoor Die Cast Aluminium Led No 191900.00 Rupees One Lakh Ninety

Display System, Length of LED Display System (cm) 391 - 400 Height of LED Display One Thousand Nine

System (cm) 191 - 200 Brightness -Calibrated Minimum (Nits) 5000 Life of Light Source Hundred Only

(Hours) 100000, Type of LED Display system Outdoor Material of the Cabinet Die Cast

Aluminium Aspect Ratio 16:9 LED Configuration RGB 3 in 1 SMD Maximum Pixel Pitch

(mm) 10 Length of LED Display System (cm) 391 - 400 Height of LED Display System (cm)

191 - 200 Maximum Depth of LED Display System (cm) 15 Pixel Density Minimum (Per

Square Metre) 28477 Horizontal Resolution (Pixel) 810 Vertical Resolution (Pixel) (in mm)

324 Horizontal Viewing Angle (degree) 160 Vertical Viewing Angle (degree) 160 Refresh

Rate (Hz) 3840Response Time (milliseconds) 10 Frame Frequency 50-60 Hz Brightness -

Calibrated Minimum (Nits) 5000 contrast Ratio 10000:1 Uniformity of Brightness across the

Screen 95 Gray Scale Processing (Bit) 16 Life of Light Source (Hours) 100000 Dimming

Capability 256 levels Fanless Design Yes Availability of Data Power Redundancy No Mean

Time Between Failure (MTBF)(Hours) >10000 IP Rating (Front) IP65 Maintenance Rear

Duty Cycle 24x7 Availability of Smart PDU Yes LED Make Nationstar Power Input (Volt)

230Vac +/- 10%, 50-60 Hz Maximum Power Consumption 1 Per Square Meter)

Mounting Arrangement Wall/Pole Availability of Receiver Card Yes Earth Leakage Current

Item No. Quantitie Item of Works Unit Estimated Rates Total Amount

Item No. Quantitie Item of Works Unit Estimated Rates Total Amount

Estimated Rs. in Rs. In Words Accourding to

Figure Estimated

23 1417.00 Structural steel work ( Confirming to IS 4923-1997) riveted, bolted or welded in builtup for Kg 131.83 Rupees One Hundred Thirty

all type sections, in framed work, including cutting, hoisting, fixing in position and applying a One Paise Eighty Three Only

priming coat of approved steel primer all complete as per the structural designs and directions

of Engineer in charge.Column ( 122 x 61 x 3.6mm )

Amount in Words :

Rupees Two Crore Twenty Two Lakh Seventy Nine Thousand Two Hundred Ninety Nine Paise Fifty Two Only

I / We am/are willing to carry out the work at ......................................................………………... % above / below (Should

be written in figures and words) of the estimated rates mentioned above. Amount of my/our tender works out as under.

Estimated amount Estimated amount

Put to tender Rs. …………………… Put to tender Rs…………………..

Add……….. % above Rs. …………………… Deduct…….% below Rs…………………..

Total Rs. …………………… Net Rs…………………..

In words……………………………… In words……………………………………….

(Please strike out whichever is not applicable)

[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.

All furnising item must be aprooved by engineer in charge

[2] The labourcess will be deducted as per prevailing rules i.e. 1% of the work done.

[3] 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] Testing of materials charge paid by contractor

[6] Samples to be sent by contractor to GERI.

Consultant : Signature of Contractor