Construction of C.C Road from SH to Dalisana Jorapur Road Ch:3+800 to 4+280 km. Ta. Kheralu, Dist.,Mehsana. & Construction of C.C Road from SH to Ranpur-Talegarh-Umari Road Ch.0+000 to 3+980 KM. Ta. Kheralu, Dist. Mehsana.

Name of Work:-Construction of C.C Road from SH to Dalisana Jorapur Road Ch:3+800 to 4+280 km. Ta. Kheralu, Dist.,Mehsana. & Construction of C.C

Road from SH to Ranpur-Talegarh-Umari Road Ch.0+000 to 3+980 KM. Ta. Kheralu, Dist. Mehsana.

QUANTITY STATEMENT

It. No. Description of item Quantity Unit Total Amount

It. No. Description of item Quantity Unit Total Amount

In Figures In words

1 Clearing & Grubbing road land including uprooting rank vegation grass bushes Rupees Twenty Eight

shrabs saplings and trees girth up to 300 mm removal of stumps of trees cut earlier Thousand Four Hundred

and disposal of unserviceable materials.( C ) By Mechanical Means Light Jungle ( Fifty Five And Paise Nine

SOR I No :26117C, Pg No: 96) Only

2 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 Rupees One Hundred

required dry density including filling the depression which occur during the process 662.55 CMT 177.91 Seventy Seven And Paise

using power roller 8T to 10T.(E) From Borrow area within 3.0KM. lead (26004EA) Ninety One Only

3 Scarifying existing bituminous surface to a depth of 50 mm by mechanical means

Hydraulic excavator (Scarifying the existing bituminous road surface to a depth of Rupees Six And Paise

50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.) Sixteen Only

(NH SOR I.No. 3.15-I Pg. No.22)

4 Dismantling of Cement Concrete Pavement (Dismantling of cement concrete

pavement by mechanical means using pneumatic tools, breaking to pieces not

Rupees Seven Hundred

exceeding 0.02 cum in volume and stock piling at designated locations and disposal

222.75 Smt. 744.37 Forty Four And Paise

of dismantled materials up to a lead of 1000 metres, stacking serviceable and Thirty Seven Only

unserviceable materials separately) (NH SOR I.No. 2.6 Pg. No.20)

5 Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal

Rupees Four Hundred

of dismantled materials up to a lead of 1000 metres, stacking serviceable and

379.50 Smt. 403.75 Three And Paise Seventy

unserviceable materials separately), (NH SOR I.No. 2.5, II-A Pg. No. 19) Five Only

6 Box cutting the road surface to proper slope and camber for making a base for road

Rupees One Hundred

work including removing the excavated stuff and depositing on the road side slope 13.93 CMT 109.05

Nine And Paise Five Only

as directed upto 50Mt.lead. (26008)

7 Construction of Grannular sub base of in by providing GSB Gr - I coarse graded

material using B.T Metal 26.5mm to 53 mm @ 35 % ,26.5mm to 4.75mm 45% & Rupees Seven Hundred

Below 2.36mm 20 % in uniform layer with motor grader on prepared surface mxing 851.90 CMT 781.98 Eighty One And Paise

by mix in place method with vibratory roller to achive the desired density complete Ninety Eight Only

as per close 401. (RA-1)

8 Providing and compacted Quarry spall for hard side shoulder on road site including Rupees Four Hundred

collection of material spreading, rolling of watering etc. complete as directed. 67.80 CMT 495.01 Ninety Five And Paise

Name of Work:-Construction of C.C Road from SH to Dalisana Jorapur Road Ch:3+800 to 4+280 km. Ta. Kheralu, Dist.,Mehsana. & Construction of C.C

Road from SH to Ranpur-Talegarh-Umari Road Ch.0+000 to 3+980 KM. Ta. Kheralu, Dist. Mehsana.

QUANTITY STATEMENT

It. No. Description of item Quantity Unit Total Amount

It. No. Description of item Quantity Unit Total Amount

In Figures In words

9 Providing and laying cement concrete 1:5:10 (1- Cement 5- Coarse sand : 10- hand

Rupees Two Thousand

broken stone aggregates 40 mm nominal size) and curing complete excluding cost of 13.93 CMT 2480.58 Four Hundred Eighty And

formwork in (A) Foundation and Plinth (05006a). Paise Fifty Eight Only

10 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete block

60mm thick with grade of concrete M300 pnumatic compressed / vibrated

Rupees Six Hundred

mechanically and as per approved design Confirming to IS 15658 : 2006 including

128.33 Smt. 699.84 Ninety Nine And Paise

35 mm Sand layer for levelling and filling the joint with sand in proper line and level Eighty Four Only

as per guidlines of IRC : SP 63-2018 etc. Complete. (14033).

11 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 Rupees One Thousand

the pipes in C.M. 1:2 watering and laying (to level or slopes) of class NP3 of 15.00 RMT 1190.05 One Hundred Ninety And

following internal daimeters.(ii) 450mm dia. (26089BA) Paise Five Only

12 Providing and laying cement concrete1:3:6 (1-Cement : 3- coarse sand : 6- hand

Rupees Two Thousand

broken stone aggregates 40 mmnominal size) and curing complete excluding cost of Nine Hundred Sixty Eight

formwork in. (05003A) 744.88 Cmt. 2968.91

And Paise Ninety One

13 Providing and casting in site Controlled cement concrete M-200 for average 200 mm

Rupees Five Thousand

thick as directed including compacting with surface mechanical screed vibrating,

Two Hundred Seventy

mechanical floater, chennaling form work and grooving including filling asphalt filer 1178.00 Cmt. 5274.03

Four And Paise Three

joint Excluding dowel bar, tie bar expansion, construction and contruction joint as Only

per insruction engineer in charge.

14 Excavation for foundation in sand, gravel, clay soft soils and murrum etc. including

shoring, strutting dewatering as necessary and disposing of the excavated stuff as Rupees Five Hundred

directed.(A) Depth upto 3.0 M. and lead upto 100m for 10 Cum 30.39 Cmt. 511.45 Eleven And Paise Forty

(R&B SOR It. No. 27007A) Five Only

15 Providing and casting in situ Ordinary cement concrete M-150 for R.C.C. Raft and

Rupees Three Thousand

cut-off walls including necessary shuttering laying, vibrating, ramming and curing Five Hundred Eighty

complete. 21.96 Cmt. 3587.86

Seven And Paise Eighty

(R&B SOR It. No. 27013A) Six Only

Name of Work:-Construction of C.C Road from SH to Dalisana Jorapur Road Ch:3+800 to 4+280 km. Ta. Kheralu, Dist.,Mehsana. & Construction of C.C

Road from SH to Ranpur-Talegarh-Umari Road Ch.0+000 to 3+980 KM. Ta. Kheralu, Dist. Mehsana.

QUANTITY STATEMENT

It. No. Description of item Quantity Unit Total Amount

It. No. Description of item Quantity Unit Total Amount

In Figures In words

16 Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 including

Rupees One Thousand

necessary reinforcement as per I.R.C. type design in C.C. 1:4:8 including letter and Two Hundred Ninety

paints etc. complete (For N.H., S.H. and M.D.R.) (26048). 2.00 No. 1293.39

Three And Paise Thirty

17 Providing and fixing Hectometer as per I.R.C. type design including painting, Rupees Three Hundred

lettering etc. complete.(ii) Fixing in C.C. 1:5:10 (26044b) 5.00 No. 356.50 Fifty Six And Paise Fifty

18 Road marking with hot applied thermoplastic paints with reflectorising glass beads

on bitumin surface providing and laying a hot applied thermoplastic compound

mm thick including reflectorising glass beads @ 250gms per sqm area, thickness of

2.5mm is excluding of surface applied glass beds as per IRC:35-2015. The finished

surface to be level, uniform and free from streaks and holes. zebra patta /bump patta

Rupees Three Hundred

lane/center line/ edge line/cut patta. The white color marking should provide

208.00 Smt. 367.72 Sixty Seven And Paise

liminance coefficinet on cemend road shalll be min 130 mcd/m2/lux and Asphalt Seventy Two Only

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 for the Retro reflectivity should be two years. (26161)

Name of Work:-Construction of C.C Road from SH to Dalisana Jorapur Road Ch:3+800 to 4+280 km. Ta. Kheralu, Dist.,Mehsana. & Construction of C.C

Road from SH to Ranpur-Talegarh-Umari Road Ch.0+000 to 3+980 KM. Ta. Kheralu, Dist. Mehsana.

QUANTITY STATEMENT

It. No. Description of item Quantity Unit Total Amount

It. No. Description of item Quantity Unit Total Amount

In Figures In words

19 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

Rupees Three Hundred

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

53.00 No. 326.23 Twenty Six And Paise

strength of detachment of the integrated cylindrical shanks, (of diameter not less Twenty Three Only

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. (26162A)

Name of Work:-Construction of C.C Road from SH to Dalisana Jorapur Road Ch:3+800 to 4+280 km. Ta. Kheralu, Dist.,Mehsana. & Construction of C.C

Road from SH to Ranpur-Talegarh-Umari Road Ch.0+000 to 3+980 KM. Ta. Kheralu, Dist. Mehsana.

QUANTITY STATEMENT

It. No. Description of item Quantity Unit Total Amount

It. No. Description of item Quantity Unit Total Amount

In Figures In words

Total Bid Price (in Figure) ₹

(in words) Rupees Ninety Nine Lakh(s) Twelve Thousand Two Hundred Sixteen And Paise Seventy

I/We am/are willing to carry out the work at ___________% above/below the (percentage should bewritten in figure and words only) Estimated rates as mentioned

above,amount of my/our tender works out as under.

Estimated Amount Estimated Amount

Put to Tender: RS. Put to Tender: RS.

Net : RS. Total : RS.

In Words RS. In Words RS.

(Please Strike out whichever is not applicable)

1 All work shall be carried out as per public works Department Handbook and other specification of Division or as directed.

2 All the column is schedule should be filled in ink and the total of the entries in the last column should be struck by the contractor under his signature.

3 Rates quoted include clearance od site (Prior Commencement of work and as its close) in all respects and hold good for work under all conditions,site,Moisture,weather

4 To be continued on additional sheets,if found necessary.

Dy. Executive Engineer Executive Engineer

R&B Sub Division R & B Division

Signature of contractor Visnagar Mehsana