Construction of A CC Pavement on Demli Bamroli Limbodra Road (VRNP) Km. 0/000 to 0/590 Ta.:- Shahera Dist.:- Panchmahal

Name Of Work :- Construction of A CC Pavement on Demli Bamroli Limbodra Road (VRNP) Km. 0/000 to 0/590 Ta.:-

Shahera Dist.:- Panchmahal

1 Construction of A CC Pavement on Demli Bamroli Limbodra Road (VRNP) Km. 0/000 to 0/590 Ta.:- Shahera

Bill of Quantities

Item of work Quantities Rate in Amount

Estimated Unit Figures in

1 Clearing and grubbing of road length including up rooting wild vegetation, grass, 0.40 Hectar 28393.04

bush shurbs, saplings and trees of girth up to 300 mm removal of stumps, of such e

trees cut earlier and disposal of unserviceable material and stacking of serviceable

material (area of light density) by mechanical means in area of light jungle

2 Box cutting the road surface to proper slope and camber for making a base of 540.00 Cum 104.21

road work including removing the excavated stuff and depositing on the road side

slopeas directed up to all Lead & Lift.

3 Providing, laying and Spreading 150 mm Granular sub-base (Grade-I) by 548.00 Cum 872.64

providing close graded MCBT. material in single layer with motor graderon

prepared surface, mixing by mix in place method with rotovator at OMC and

compacted withvibratory roller 80 to 110 KN static weight to achieve desire

density etc completed.

4 Earthwork in cutting in all sorts of soil and soft murrum including conveying and 160.00 Cum 127.75

putting the stuff in spoil bank maintaining minimum distance of five meter

between top edge and cutting and toe of spoil bank.

5 Earthwork for embankment including breaking clods, dressing with all lead and 692.00 Cum 172.88

lift (including watering and consolidation) (C) From Borrowarea within all lead

6 Rolling & watering of earthwork in layers with power roller including filling in 48.00 Cum 22.49

depressions which occur during the process.

7 Providing and fixing pre-cast Rubber Dye/steel Dye inter locking concrete block 715.00 Sq.mt 686.91

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

mechanically and as per approved design Confirming to IS15658 : 2006 including

35mm Sand layer for levelling and filling the joint with sand in proper line and

level as per guidlines of IRC:SP63-2018 etc.Complete.

8 Dry Lean Cement Concrete Sub-base (Construction of dry lean cement concrete 261.00 Cum 2167.66

Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to

IS:383, the size of coarse aggregate not exceeding 25mm, aggregate cement ratio

not to exceed 15:1, aggregate gradation after blending to be as per table600-1,

cement content not to be less than 150kg/cum, optimum moisture content to be

9 determined during Pavement

Cement Concrete trial length(Construction

construction, of

concrete strength not

un-reinforced, to be

dowel less than

jointed, plain 660.00 6440.77

cement concrete pavement over a prepared sub base with 43 grade cement @410

kg per cum, coarse and fine aggregate conforming to IS383, maximum size of

coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as

per approved mix design, transported to site, laid with a fixed form or slip form

Supplyspread, compacted

& fixing and of

logo board finished in a continuous

Suvidhapath operationdesign

as per standard including

of National 1.00 Nos. 4188.47

Rural Road Development Agency diamond size (600 X 600mm) 16 gauge &

board plate size (900x 250mm) 16 gauge thick M. S plate and 2.40 meter deep

length single angle 75x 75x 6 mm size including fitting and painting lettering with

luminous colour as per drawing etc

11 Providing and fixing Junction board of M.S. plates and angles as per standard 1.00 Nos. 5236.70

I.R.C. design including fixing in C.C. 1:4:8 with necessary excavation painting

figuring and lettering on board etc. complete as per detailed drawing

12 Supplying & fixing R.C.C. Benches of RCC 1:2:4 Finished with Chaina Mosaic 2.00 Nos. 3030.00

tiles chips and etc. complete.

01.Sch B Demali Bamroli Limbodra Suvidhapath Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

13 Road marking with hot applied thermoplastic paints with reflectorising glass 118.00 Sq.mt 367.73

beads on bitumin surface providing and laying a hot applied thermoplastic

compound 2.5 mm thick including reflectorising glass beads @ 250gms per sqm

area, thickness of 2.5mm is excluding 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

colour marking should provide liminance coefficinet on cement road shalll 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 for the Retro reflectivity

should be two years.

14 Village name/ Bump Ahed sign :-Providing and fixing sing boards made out of 1.00 Nos. 5045.37

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)...

15 Cautionary Warning Sign :-Providing and fixing sing boards made out of 2mm 2.00 Nos. 3722.36

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

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.(A) Engineer Grade(VR)

16 Excavation for foundation upto 1.5M. depth including sorting out and stacking of 22.00 Cum 241.80

useful materials and disposing of the excavated stuff upto 50 meter lead.(B)

Dense or Hard soil.

17 Providing and filling in foundation with ordinary Cement concrete M-100 mix 4.00 Cum 3212.00

and providing necessary vertical pin headers including formwork, vibrating,

ramming and curing complete.

18 Providing and casting in situ ordinary cement concrete M-150 mix and 39.00 Cum 3785.48

providing necessary pin headers including shuttering, scaffolding, laying,

vibrating, curing and finishing complete without V-Groves. (A) Height from

19 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with 15.00 Meter 1028.03

collars for culverts including setting and joining the pipes in C.M. 1:2 watering

and laying (To level of slops of I.S. 458 / 1971 Class NP4 of following internal

diameter.(i) 300mm dia.

20 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with 10.00 Meter 4685.19

collars for culverts including setting and joining the pipes in C.M. 1:2 watering

and laying (To level of slops of I.S. 458 / 1971 Class NP4 of following internal

diameter. (iv) 900 mm dia.

21 Filling around the pipes with murrum including dressing, tampering etc. 48.00 Cum 147.95

01.Sch B Demali Bamroli Limbodra Suvidhapath Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

22 White washing with lime on wall surface (two coats) to give an even shade 45.00 Sq.mt 12.09

including thoroughly booming the surface to remove all dirt, dust; mortar drops

and other foreign matter.

Credit For Diversion

Rupees Sixty Three Lakh(s) One Thousand Eight Hundred Eighty Four And Paise Sixty Five Only

I / We am / are willing to carryout the work at ………..% above/Below percent (………………………. Percent above/Below)

(Should be written in figure and words) of the estimated rates mentioned above. Amount of my / our tender worked out as

Estimated amount put to tender Rs: ……………. Estimated amount put to tender Rs: …………...

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

(Please strike out which ever 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.

2 The labour cess will be deducted as per prevailing 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 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.

Quantities rate and wordings of items are as per estimate and calculation in the Sch. - B are airthmatically checked.

Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me and found

Sr.Divisional Account Officer Dy.Executive Engineer

Panchayat (R & B) Division Panchyat (R & B) Sub Division

Signaturre of contractor Executive Engineer

with seal Panchayat (R & B) Division

01.Sch B Demali Bamroli Limbodra Suvidhapath Page