Construction of CC Pavement on Bhadam Lachharas Road (MDR) Km.0/000 to 1/010 Ta-Nandod Dist-Narmada Under Suvidhapath Yojana (2025-26-Trible)

Name Of Work :- Construction of A CC Pavement on Bhadam Lachharas Road (MDR) Km. 0/000 to 1/010 Ta.:-

Nandod Dist.:- Rajpipla Under Suvidhapath Yojana (2025-26 - Trible)

Taluka :Nandod District : Rajpipla

1 Construction of A CC Pavement on Bhadam Lachharas Road (MDR) Km. 0/000 to 1/010 Ta.:- Nandod Dist.:- Rajpipla

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, 0.50 Hectar 28455.10

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

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

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

2 Earthwork for embankment including breaking clods, dressing with all lead and 228.00 Cum 135.20

lift (including watering and consolidation) (A) From Borrow pits within land

3 Rolling & watering of earthwork in layers with power roller including filling in 288.00 Cum 23.18

depressions which occur during the process.

4 Providing, laying and Spreading 150 mm Granular sub base (Grade-I) by 1020.00 Cum 707.00

providing close graded B.T.M.C. material in single layer with motor grader on

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

compacted with vibratory roller 80 to 110 KN static weight to achieve desire

density etc completed.

5 Dry Lean Cement Concrete Sub- base:- Construction of dry lean cement 636.00 Cum 2204.62

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

conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm,

aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to

be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum

moisture content to be determined during trial length construction, concrete

strength not to be less than 10 Mpa at 7 days, mixed in a batching plant,

transported to site, laid with a fixed formlaid with a paver with electronic sensor,

compacting with 8-10 tonnes vibratory roller, finishing and curing.

6 Cement Concrete Pavement:- Construction of un reinforced, dowel jointed, 1166.00 Cum 6628.63

plain cement concrete pavement over a prepared sub base with 43 grade cement

@ 410 kg per cum, coarse and fine aggregate conforming to IS 383, maximum

size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing

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

slip form paver, spread, compacted and finished in a continuous operation

including provision of contraction, expansion, construction and longitudinal

joints, joint filler, separation membrane, sealant primer, joint sealant, debonding

strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to

lines and grades as per drawing

7 Box cutting the road surface to proper slope and camber for making a base for 2876.00 Cum 112.02

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

side slope as directed upto 50Mt. lead.

8 Citizen' s information Board- Providing and fixing of typical information board 1.00 Nos. 23756.21

as per instruction. Two MS plates of 1.6 mm thick, of 900 mm x 750mm size

fixed at top & bottom duly welded with MS angles of 25 x 25 x 5 mm thick

M.S plate shall be welded by two vertical M.S flats & four horizontal M.S flates

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 750 mm, below

ground level. Painting New letters & figure of any shade with ready mixed

synthetic enample paint of superior quality in required shade and colour, All

sections of framed posts and steel tube will be painted with primer and two coats

of epoxy paints as per detailed drawing

Item of work Quantities Rate in Amount

Estimated Unit Figures in

9 Facility Informatory Sign :-Providing and fixing sign boards made out of 2mm 2.00 Nos. 3990.65

aluminium sheet / 4mm ACP (Aluminum composite Panel); size 80 x 60 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 M.O.S.T.

Specifications; 3.6mtr 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

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 & a certified copy of 3 year outdoor

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

submitted by contractor. (B) Class-B Type-4 Retro Reflective sheeting.

10 Road marking with hot applied thermoplastic paints with reflectorising glass 202.00 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.

11 Village name Sign :-Providing and fixing sign boards made out of 1.00 Nos. 6397.44

2mmaluminium sheet / 4mm ACP (Aluminum composite Panel); size 90x60cms.

rectangular as per design of IRC-67-2012. Pre treated withphospheting process

& acid etching; coated with one coat of epoxyprimer and two coats of best

quality epoxy paint ; reflectorised withHigh Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as perASTM D-4956 and latest

M.O.S.T.Specifications; 3.3mtr long standpost of Iron Angle 75 x 75 x 6mm /

65NB Circular MS Pipe asrequired and frame fabricated from suitable size iron

angle of 35 x 35 x3mm; painted with bestquality epoxy coatings in black and

whitebends. the details of symbol or inscription / numerals for each boardshall

be as per the instruction of engineer in charge. The fixing at siteshall be in 1:2:4

CC blockof size 45 x 45 x 60 Cms. for each legincluding excavation, curing

etc.complete under the supervision ofengineer in charge. A warranty for 7 years

for the Retro reflectivesheeting from original manufacturer & a certified copy of

3 yearoutdoor exposure test report from third party test lab for the

productoffered shall be submitted by contractor. (B) Class-B Type-4

RetroReflective sheeting

Item of work Quantities Rate in Amount

Estimated Unit Figures in

12 Hazard Marker Sign :-Providing and fixing sign boards made out of 2.0mm 6.00 Nos. 3518.69

aluminium sheet / 4 mm ACP (Aluminum composite Panel); size90x30 cms.

rectangular as per design of IRC-67-2012. Pre treated withphospheting process

& acid etching; coated with one coat of epoxyprimer and two coats of best

quality epoxy paint ; reflectorised withHigh Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as perASTM D-4956 and latest

M.O.S.T.Specifications; 1.8mtr long standpost of Iron Angle 75 x 75 x 6mm /

65NB Circular MS Pipe asrequired and frame fabricated from suitable size iron

angle of 35 x 35 x3mm; painted with bestquality epoxy coatings in black and

whitebends. The details of symbol for each board shall be as per theinstruction

of engineer in charge. The fixing at site shall be in 1:2:4 CCblockof size 45 x

x 60 Cms. for each leg including excavation,curing etc.complete under the

supervision of engineer in charge. Awarranty for 7 years for the Retro reflective

sheeting from originalmanufacturer & a certified copy of 3 year outdoor

exposure test reportfrom third party test lab for the product offered shall be

submitted bycontractor. (B) Class-B Type-4 Retro Reflective sheeting

13 Cautionary Warning Sign :-Providing and fixing sign boards made outof 2mm 2.00 Nos. 3906.19

aluminium sheet / 4mm ACP (Aluminum composite Panel);size 90 x 90 x

cms. equilateral triangle as per design of IRC-67-2012. Pre treated with

phospheting process & acid etching; coated withone coat of epoxy primer and

two coats of best quality epoxy paint ;reflectorised with High Intensity Prismatic

Grade retrorefiectivesheeting of Type-4 as per ASTM D-4956 and

latestM.O.S.T.Specifications; 3.6mtr long stand post of Iron Angle 75 x

x6mm / 65NB Circular MS Pipe as required and frame fabricated fromsuitable

size iron angle of 35 x 35 x 3mm; painted with bestqualityepoxy coatings in

black and white bends. The details of symbol foreach board shall be as per the

instruction of engineer in charge. Thefixing at site shall be in 1:2:4 CC blockof

size 45 x 45 x 60 Cms. foreach leg including excavation, curing etc.complete

under thesupervision of engineer in charge. A warranty for 7 years for the

Retroreflective sheeting from original manufacturer & a certified copy of 3year

outdoor exposure test report from third party test lab for theproduct offered shall

be submitted by contractor. (B) Class-B Type-4 Retro Reflective sheeting

14 Cat Eye / Road Stud / RPM: Supplying of Raised Pavement Markers made of 203.00 Nos. 217.41

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 - DO III Dt 11.06.

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

mm and with minimum reflective area of 13 Sqcm on each side and the slope to

the base shall be 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 colour of the

marker should be as per the IRC 35-2015 and as directed by Engineer-in-charge.

15 Providing & fixing logo board of Suvidhapath as per standard design of 2.00 No. 4352.09

National Rural Road Development Agency diamond size 600 x 600 mm

1.50mm thick plate & board size 900 x 250mm , 1.50mm thick M.S. plate and

2.40 meter deep length single angle 75 x 75 x 6 mm size incl. fitting & painting

lettering with luminous colour as per drawing including fixing in C.C. 1:3:6 etc.

16 Supplying & fixing R.C.C. Benches of RCC 1:2:4 Finished with Chaina Mosaic 2.00 No. 5050.00

tiles chips and etc. complete.

17 Excavation for foundation upto 1.5M. depth including sorting out and stacking 41.00 Cum 259.94

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

Dense or Hard soil.

Item of work Quantities Rate in Amount

Estimated UnitFigures in

18 Providing and filling in foundation with ordinary Cement concrete M-100 mix 8.00 Cum 3211.28

and providing necessary vertical pin headers including formwork, vibrating,

ramming and curing complete.

19 Providing and casting in situ ordinary cement concrete M-150 mix and 49.00 Cum 3787.50

providing necessary pin headers including shuttering, scaffolding, laying,

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

20 Supplying and fixing reinforced concrete heavy dutynon-pressure pipes with 45.00 Rmt 1053.39

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

andlaying (To level of slops of I.S. 458 / 1971 Class NP4 offollowing internal

diameter. (i) 300 mm dia.

21 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with 30.00 Rmt 4710.56

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.

22 Providing TMT Bar FE500D reinforcement for R.C.C. work including bending, 305.00 Kgs. 77.29

binding and placing in position complete upto floor two level

23 Filling around the pipes with murrum including dressing, tampering etc. 85.00 Cum 90.64

Providing temporary all weather and fair weather diversion suitable for the 3.00 No 10100.00

traffic during construction period of the structure including providing necessary

drain diversion and all safty measures including red lamps/ signals at night for

traffic etc. comp.

25 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete 1232.00 Sq.mt 705.95

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

mechanically and as per approved design Confirming to IS 15658 :

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

line and level as per guidlines of IRC : SP 63-2018 etc. Complete.

Rupees One Crore Seventeen Lakh(s) Seventy Two Thousand Four Hundred And Paise Twenty Nine

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.

5 Credit of Dismentalled /Reuse materils amounting of Rs. 21210 Must be fully recovered from respective 1st R.A. Bill Of Contractor's.

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

Item of work Quantities Rate in Amount

Estimated Unit Figures in

Sr.Divisional Account Officer Dy.Executive Engineer

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

Rajpipla Rajpipla

Signaturre of contractor Executive Engineer

with seal Panchayat (R & B) Division