Resurfacing & Strengthening Various Road of Ta.Naswadi Dist. Chhotaudepur Under BUJ Trible (2025-26) (Pac-41)

Name Of Work :- Resurfacing & Strengthing Various Road of Ta.Naswadi Dist.Chhotaudepur Under BUJ Trible (2025-

Taluka :Naswadi District : Chhotaudepur

1 Resurfacing & Strengthing Boriyad Choramal Road Km. 0/00 to 2/200 (VR) Ta.Naswadi

2 Resurfacing & Strengthing Jitpur Approach Road Km. 0/00 to 2/00 (VR) Ta.Naswadi

3 Resurfacing & Strengthing Vanki Khakhar Approach Road Km. 0/00 to 1/25 (VR) Ta.Naswadi

4 Resurfacing & Strengthing Raypur Khushalpura Road Km. 0/00 to 1/800 (VR) Ta.Naswadi

5 Resurfacing & Strengthing Pala Approach Road Km. 0/00 to 1/150 (VR) Ta.Naswadi

Bill of Quantities

Item Item of work Quantities Rate in Amount

No Estimated Figures in

1 Clearing and grubbing of road length including up rooting wild vegetation, grass, 4.30 Hectar 28454.99

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

2 Scarifying & removing bitumen macadam surface including Completely 2664.00 Sq.mt 42.59

removing out the entire existing bituminous surface, stacking useful materials on

road side and disposing off remaining stuff. complete. as per instruction in

Charge Engineer

3 Providing and laying compacted WBM of Grading-I MCBT metal of size 63 12.00 Cum 2313.40

mm to 45 mm in required layers including using 16% stone screening 13.2 mm

size and 8% stone dust as filler including spreading watering & consolidation by

vibratory roller etc. as per MoRTH Specification compelete as directed by

Engineer - in - Charge.

4 Providing and laying compacted WBM of Grading-II MCBT metal of size 53 76.00 Cum 2385.24

to 22.4 mm in required layers including using 24% stone screening 11.2 mm size

and 8% stone dust as filler including spreading watering & consolidation by

vibratory roller etc. as per MoRTH Specification compelete as directed by

Engineer - in - Charge.

5 Providing and laying Compacted of Specified quarry Spall in side shoulder 959.00 Cum 576.96

including carraige of material and spreading on prepared base including

compacting as per Specification etc... complete.

6 Earthwork in cutting in all sorts of soil and soft murrum icluding conveying and 1597.00 Cum 137.33

spreading the stuff ,embankment as and where directed upto 200 Meters from

the end of cutting with all required lead and lift.

7 Earthwork for embankment including breaking clods, dressing with all lead and 1454.00 Cum 170.51

lift and including watering rolling and consolidation of subgrade in layers at

O.M.C. to required dry density including filling the depression which occur

during the process using power roller 8T to 10T.(C) From Borrow area within

8 Providing and laying Tack coat with Bitumen emulsion (RS-1) at the rate of 2.50 41135.00 Sq.mt 12.73

Kg / 10 Sq.M. on the prepare bituminous surface etc complete as directed with

all labour and materials

9 Providing & laying Bituminous grout 37.50 mm thick with asphalt of grade of 1672.00 MT. 2622.78

VG-30 at the rate of1.99% by weight of mix for mixing using B.T.Chips of

required gradation including cleaning and heating asphalt premix materials by

hot mix process in proper gradation and laying with paver finisher and

consolidation by roller of 8 to 10 tonnes including cost of all materials,

Asphalt,aggregates, labour Charges,royalty charges etc.completed as directed.

including flushing key aggregate @0.13 Cum/10 Sq.m.

10 Providing laying and rolling 25 mm thick open graded premixed bitumineous 1093.00 MT. 2919.53

carpet with B.T. aggregate as specified and using bitumen grade VG-30 for

mixing with agreegate at the rate of 3.36 % i.e 33.60 kg/M.T. of total mix

including heating and mixing in drum mix plant and spreading the same with

paver finisher and consolidation with power roller including necessary firewood,

oil, lubricants, labour charges etc. using contractor's own drum mix plant and

equipment, tool etc. completed in accordance with the requirement of

71.1.Sch B Resf. Various Road Naswadi Ta. (Pac.41)

Item Item of work Quantities Rate in Amount

No Estimated Figures in

11 Providing & laying Bitumen seal coat with 0.18 Cmt/ 10 Smt. of stone chips 561.00 M.T 3321.54

6mm size & binder grade VG-30 content at the rate of 4.50 % by total weight of

mix . Hot mix laying process is including heating the asphalt aggregate

continuous batching, transporting the mix and spreading the same by paver

finisher & consolidation with power roller including providing necessary fire

wood, oil, lubricant, labour charges, higher charges of machinery etc, complete.

12 Providing and laying Controlled cement concrete M-250 For a concrete 1992.00 Cum 5412.59

pavement made by Trimix system and mixed with heavy duty floor hardner at the

rate of 4.00 Kg./Sq.M. including curing etc. complete over prepared sub base

including providing and fixing centering of MS channels of required thickness

as per required level slope, Grade and thickness of concrete road including

leveling of placed concrete with surface vibrators finishing surface with power

floater and trowel light brooming on the surface including providing

construction joint of 10 mm x 25 mm by using concrete cutter machine etc.

complete as directed. The Payment Of this Item Shall be Made on Core Cutter

testing results.

13 Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 including 7.00 Nos. 704.33

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

and paints etc. complete (For O.D. road V.R.)

14 Providing and fixing hectometer as per I.R.C. type design including painting, 32.00 Nos. 356.50

lettering etc. complete. (I)Fixing in C.C. 1:5:10

15 Providing and fixing guard stone as per I.R.C., type design including white 180.00 Nos. 350.80

washing etc. complete. (I)Fixing in 1:5:

16 Citizen' s information Board- Providing and fixing of typical information board 5.00 Nos. 23814.79

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

17 Supply & fixing logo board of diamond size (600 X 600mm) 16 gauge & board 10.00 Nos. 4574.29

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

18 Direction sign (Junction board):-Providing and fixing sing boards made out of 9.00 Nos. 14831.71

2mm aluminium sheet; size 244 x 122cms. 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 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 incharge.(A) Engineer Grade(VR)...

19 Supplying and fixing road sign board of M.S. plates and angle iron including 20.00 Nos. 3072.99

painting, lettering etc. complete including fixing in C.C. 1:4:8 with necessary

excavation etc. complete as per I.R.C. type design. (ii) Reflective type as per

detailed drawing

71.1.Sch B Resf. Various Road Naswadi Ta. (Pac.41)

Item Item of work Quantities Rate in Amount

No Estimated Figures in

20 Road marking with hot applied thermoplastic paints with reflectorising glass 1848.00 Sq.mt 367.72

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.

21 Village name sign :-Providing and fixing sing boards made out of 2mm 5.00 Nos. 5045.36

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)

22 Hazard Marker Sign :-Providing and fixing sing boards made out of 2mm 10.00 Nos. 2423.74

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 35 x 35 x 3mm &

50 x 50 x 5mm painted with best quality epoxy coatings The fixing at site shall

be in 1:2:4 CC block of size 45x45x 60cms. for each leg. including

excavation curing etc. complete under the supervision of engineer in

charge.(A)Engineer Grade .....................

23 Chevron sign :-Providing and fixing sign boards made out of 1.5mm aluminium sheet / 104.00 Nos. 3711.75

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 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. (A) Class-B Type-4 Retro Reflective

24 Cat Eye / Road Stud / RPM: Supplying of Raised Pavement Markers made of 180.00 Nos. 217.40

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 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 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.

71.1.Sch B Resf. Various Road Naswadi Ta. (Pac.41)

Item Item of work Quantities Rate in Amount

No Estimated Figures in

25 Excavation for foundation upto 1.5M. depth including sorting out and stacking of 433.00 Cum 203.50

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

Loose of soft soil.

26 Providing and filling in foundation with ordinary Cement concrete M-100 mix 242.00 Cum 3341.41

and providing necessary vertical pin headers including formwork, vibrating,

ramming and curing complete.

27 Providing and casting in situ ordinary cement concrete M-150 mix and 371.80 Cum 3917.79

providing necessary pin headers including shuttering, scaffolding, laying,

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

28 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with 45.00 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.

29 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with 30.00 Rmt 6621.26

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. (vi) 1200 mm dia.

30 Providing ISI Mark TMT bar Fe-500D reinforcement for RCC Work including 69575.00 Kgs. 77.29

bendinf, binding and placing in position complete as per detailed drawinngs for

Solid slab, Abutment cap, dirt wall & Pier cap & Also for the (For Temperature

Reinforcement of Abutment, Return & Pier)

31 Providing and casting in situ Controlled Cement concrete M-250 for 23.00 Cum 5326.74

R.C.C. solid slab including centering, scaffolding curing and finishing

32 Providing and casting in situ Controlled Cement concrete M-250 for average 12.00 Cum 5262.10

75 mm thick wearing coat laid as directed including tamping ,vibrating,

finishing, curing and filling in joints with bitumen complete.

33 Providing and laying weep hole in Aburtments, and returns by using A.C. pipe 60.00 Nos. 88.76

of 100mm including laying in proper grede and jointing the completed as per

detailed specification.

34 Providing temporary all weather and fair weather diversion suitable for the traffic 3.00 Nos. 7575.00

during construction period of the bridge including providing necessary drains

and all safety measures including red lamps/signals at night for traffic etcFor HP

35 Dismentaling the existing structure including removing and stacking the 50.10 Cum 952.51

dismentelled materials as and where directed. (A) R.C.C. work

36 Dismentaling the existing structure including removing and stacking the 23.00 Cum 418.97

dismentelled materials as and where directed. (B)Brick/ Rubble Masonry

Rs. Three Crore Twenty Two Lac Sixteen Thousand Five Hundred Fifty Six And Forty Five N.P. Only

Credit For Reuse Material from Dismentalling & Diversion will be Deducted From respective 1st R.A.

Bill Of Contractor's.

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 under.

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

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

71.1.Sch B Resf. Various Road Naswadi Ta. (Pac.41)

Item Item of work Quantities Rate in Amount

No Estimated Figures in

(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. 15900.00 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 order.

Sr.Divisional Account Officer Dy.Executive Engineer

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

Chhotaudepur Naswadi

Signaturre of contractor Executive Engineer

with seal Panchayat (R & B) Division

71.1.Sch B Resf. Various Road Naswadi Ta. (Pac.41)