Construction of Various Box Culvert Under MMGSY (Trible) at various Chainage on roads of Taluka Nandod Dist-Narmada Pkg No.2025-26/02 (Re-invite)

Name Of Work :- Construction of Various Box Culvert Under MMGSY (Trible) at various Chainage on roads of Taluka

Nandod Dist.:- Narmada Pkg.No.2025-26/02

Taluka : Nandod District : Narmada

1 Construction of Box Culvert on Baman Faliya to Datan Amli Road (VR) (Chainage :- 4/000 to 4/200) Ta.:- Nandod Dist.:-

2 Construction of Box Culvert on Dhochaki to Umarkheda Road (VR) (Chainage :- 0/200 to 0/400) Ta.:- Nandod Dist.:-

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, 0.08 Ha. 28455.09

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

2 Providing, laying and Spreading Granular sub-base (Grade-I) by providing close 138.00 Cum 855.98

graded M.C.B.T. material in single layer with motor graderon 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.

3 Providing and laying compacted WBM of Grading-II MCBT metal of size 53 to 66.00 Cum 1258.46

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.

4 Earthwork in cutting including preparing the slope and camber andstacking or 17.00 Cum 266.77

utilising the cutting stuff in bank as directed upto 200 Meters from the end of

cutting with all lead and lift.(i) Hard murrum.

5 Earthwork in cutting including preparing the slope and camber andstacking or 49.00 Cum 321.49

utilising the cutting stuff in bank as directed upto 200 Meters from the end of

cutting with all lead and lift.(ii) Soft rock not requiring blasting.

6 Earthwork in cutting in all sorts of soil and soft murrum including conveying and 17.00 Cum 112.02

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

between top edge and cutting and toe of spoil bank.

7 Earthwork for embankment including breaking clods,dressing with all lead and lift 1038.00 Cum 170.51

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 .(E) From Borrow area within 3.0KM. lead

8 Providing & Casting in situ ordinary cement concrete M-250 mix with Trimix C.C 172.00 Cum 5070.20

Road laid as directed including temping, vibrating, finishing, curing and filling in

joints with bitumen etc as per Engineer Incharge.

9 Citizen' s information Board- Providing and fixing of typical information board as 2.00 Nos. 23756.21

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

10 Road marking with hot applied thermoplastic paints with reflectorising glass beads 62.00 Sq.mt 367.72

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 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 Hazard Marker Sign :-Providing and fixing sing boards made out of 2mm 4.00 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(VR)...

12 Cautionary Warning Sign :-Providing and fixing sing boards made out of 2mm 12.00 Nos. 3808.66

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 75 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)

13 Cat Eye / Road Stud / RPM: Supplying of Raised Pavement Markers made of 36.00 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 +/-

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.

14 Supply & fixing logo board of MMGSY & Vanbandhu Kalyan Yojana Diamond 4.00 No. 4256.14

size (600mm x 600mm) 16 Gauge & board plate size (900mm x 250mm)

Gauge thick M.S plate and 2.40 mt. deep length single angle 75 x 75 x 6 mm size

including fitting and painting lettering with luminous color as

15 Excavation for foundation upto 1.5 m depth including sorting out and stacking of 227.00 Cum 458.30

useful materials and disposing off the excavated stuff upto 50 Meter lead.(D) Soft

Rock not Requiring Blasting

16 Providing and filling in foundation with ordinary Cement concrete M-100 mix and 172.00 Cum 3211.27

providing necessary vertical pin headers including formwork, vibrating, ramming

and curing complete.

Item of work Quantities Rate in Amount

Estimated Unit Figures in

17 Providing and casting in situ ordinary cement concrete M-150 mix and 503.00 Cum 3787.50

providing necessary pin headers including shuttering, scaffolding, laying,

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

18 Providing TMT Bar FE500D reinforcement for R.C.C. work including bending, 4730.00 Kgs. 77.29

binding and placing in position complete upto floor two level

19 Providing and laying weep hole in Aburtments, and returns by using A.C. pipe 349.00 No. 88.76

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

detailed specification.

20 Providing and laying filter Media 600mm thick directed at the back of abutments, 349.00 Sq.mt 1268.87

returns and wing walls as per detailed specifications.

21 Providing Diversion of Road For the Structure by providing & Spreading Earth 2.00 Job 50500.00

work, GSB, WBM, BM & MSS with Side Shoulder and Loose Pipe with

necessary road furniture. The Length of Road is depend on Site condition etc as

directed by Engineer in Charge.

22 Dismentaling the existing structure including removing and stacking the 76.00 Cum 952.52

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

23 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal 84.00 Rmt 3496.62

beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail,

cm above road/ground level, fixed on ISMC series channel vertical post, 150 x

x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all

steel parts and fitments to be galvanised by hot dip process, all fittings to conform

to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a

spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause

24 Excavation in large boulders and soft rock by welding including shoring, strutting 758.00 Cum 733.63

and dewatering as necessary and disposing of the excavated stuff as directed.

25 Providing and placing in position I.S.I. mark steel bar reinforcement (T.M.T.) of 70.39 MT. 73858.70

grade Fe-500D for following items including cutting, bending, hooking, tying etc.

complete as per detailed drawings and specifications for various structural

26 Providing and casting in situ controlled cement concrete M-250 for R.C.C.solid 173.00 Cum 5568.13

slab including centering, scaffolding, curing and finishing complete.

27 Providing and casting in situ controlled cement concrete M-250 for average 75 36.00 Cum 5171.20

mm thick wearing coat laid as directed dincluding tamping, vibrating, finishing,

curing and fillingin joints with bitumen complete

28 Reinforced Cement Concrete Crash Barrier:- Provision of an Reinforced cement 104.00 Rmt 1380.67

concrete crash barrier at the edges of the road,approaches to bridge structures and

medians, constructed with M-20 grade concrete withHYSD reinforcement

conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long atexpansion joints

filled with pre-moulded asphalt filler board, keyed to the structure on whichit is

built and installed as per design given in the enclosure to MOST circular No.

RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the

approved drawing and atlocations directed by the Engineer, all as specified) (i)

M25 Grade Concrete

29 Providing Pre-moulded asphalt filler joints as per drawings.(A) 12mm 24.00 Sq.mt 703.53

Item of work Quantities Rate in Amount

Estimated Unit Figures in

30 Flexible Median Marker : Providing and Fixing of Flexible Median Marker that 36.00 No. 271.69

are made of tough, high impact resistant, injection-moulded, thermoplastic body

with property of flexibility to provide high durability. The dimension of Flexible

Median Marker should not exceed 18.4 cm in height(including shank height),12.5

Cm in width. ,0.65 cm in thickness and shank depth shall be 3.4 cm The body

structure shall be rounded at all its corners and edges. The plastic used for molding

the Flexible Median Marker should survive impact load of 5kg continuously for

750 times at room temperature. The logo of the manufacturer shall be embossed

on either side of the body in the injection molding process. The Median Marker

shall have flame like shaped body with, fluorescent yellow color retro-reflective

sheeting of size not less than 90 Cm square, with fully reflective micro prismatic

cube corners as its retro-reflective elements as per IRC 67 2012 and ASTM

D4956-09 type XI specifications reflectivity values. The retro-reflective sheeting

shall be one or both sides of the Flexible Median Marker and shall be edge

protected with no exposed edges which will prevent edge lifting, vandalism,

sheeting damage, etc. The Flexible Median Marker shall be fixed by a combination

31 Providing and Casting in situ Ordinary Cement Concrete M-150 for R.C.C. Raft 107.00 Cum 3583.27

and cutt-off walls including necessary shuttering laying, vibrating, ramming and

curing complete.

32 Providing and casting in situ Controlled cement concrete M-250 mix and 237.00 cum 4490.46

providing necessary pin headers including shuttering, scaffolding, laying vibrating,

curing and finishing etc., complete without grooves(Height from 0.0 to 5.0 mt.}

33 Providing and placing in position FE 550D bar reinforcement for following items 218.00 Cum 4263.21

including cutting bending hooking and tying complete as per detailed drawing.For

well :- curb, staining, cap and RCC Raft.

34 Providing and supplying mechnically double twisted highly galvanized with 505.00 Cum 3451.17

(PVC) Polyvinyl Chloride coating gabions made of mesh size 10 x 12 cm woven

wire (3.00mm dia), tying with lacing wire of dia 2.2mm, as per ASTM A975-97,

size of gabion, including providing and laying stones in the gabions and arranging

them in a required manner in the section or such other structure with arranging in

required layer thickness and arranging gabions , with the crane if required (if

required as per drawings or as directed ) with all material , labour , tools, lead and

lift etc. comp.

35 Providing and laying Nonwoven Geo Fabric Filter over the excavated surface as 492.00 Sq.mt 101.00

perspecification including stiching with overlap to design profile as per directed in

tidal range etc. complete.

Rupees One Crore Sixty Five Lakh(s) Thirty Seven Thousand Five Hundred Thirty Five And Paise Fifty

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

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

Item of work Quantities Rate in Amount

Estimated Unit Figures in

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. 7239.15 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

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