Construction of New Minor Bridge on Dantiya Main Road to Dantiya Makvana Faliya Road, Dist. Dahod

Name of Work : Construction of New Minor Bridge on Dantiya Main Road to Dantiya Makvana Faliya Road, Dist. Dahod

BILL OF QUANTITIES

Item Description of Item Rates in

Quantities Unit Amount

No. (with brief specification and reference to book of specifications) Figure

[1] Dismentaling the existing structure including removing and stacking the dismentelled materials as and where 180.00 Cum 952.51

directed. (A)R.C.C.work

[2] Carry out alignment survey Work by total station including marking of center line of the bridge and approach 1.00 No. 98727.50

road and various other componnent structures, taking ground levels and detailes of exsiting structures within

40m from centerline, providing and fixing necessary referance pillars, establishing bench marks, establishing

foundation layout on ground, Including submission longitudinal section, cross section and report of survey

work in three copies with soft copy in CD to enginner in charge as directed.

[3] Excavation for foundation in sand, gravel, clay soft soils and murrum etc. including shoring, strutting 1509.00 Cum 523.28

dewatering as necessary and disposing of the excavated stuff as directed.(A) Depth upto 3.0 M. and upto all

[4] Excavation for foundation in hard murrum and boulders and very stiff or sticky, clays and other similar strata 575.00 Cum 625.88

including shoring and strutting and dewatering as necessary and disposing of the excavated stuff as directed .

[5] Excavation in hard rock by dry-wet blasting and chiselling including dewatering preparing foundation base by 409.00 Cum 1715.19

proper benching and stepping and disposing of the excavated stuff as directed.(B) prohibited Blasting. work.

[6] Providing and casting in situ Ordinary cement concrete M-150 for R.C.C. Raft and cut-off walls including 687.00 Cum 3651.84

necessary shuttering laying, vibrating, ramming and curing complete.

[7] Providing and casting in situ Controlled cement concrete M-300 for R.C.C. Raft and cut-off walls including 410.00 Cum 4724.92

necessary shuttering laying, vibrating, ramming and curing complete.

[8] Providing and fixing mild steel dowel bars of minimum 32mm dia. for anchoring by drilling holes in 404.00 Rmt 450.07

foundation strata including necessary bending, hooking of dowel bars and grouting the holes complete as per

detailed drawing and as directed. (Each Anchor Bar Length 3.30 mt - 1.80 mt Below Ground in Rock & 1.50 mt

Above Ground in Raft)

Item Description of Item Rates in

Quantities Unit Amount

No. (with brief specification and reference to book of specifications) Figure

[9] providing and fixing in postion TMT Fe 550 D Steel bars of various diameter for all RCC works in Foundation, 190.20 MT 78412.90

Sub Structure, Super Structure and Other RCC Work as per detailed design & drawing and schedule including

cutting, bending, hooking the bars, binding with 18 SWG GI wires or tack welding and supporting as requried

with all lifts etc. complete including cost of all labour, materials, tools, plants, equipment etc. all complete as

directed by engineer and as per specification.

[10] Providing and casting in situ controlled cement concrete M-300 for R.C.C return as per drawings including 765.00 Cum 5332.62

centering shuttering, scaffolding where necessary, laying vibrating, curing and finishing complete. (1) piers

(2)Abutment (3)Rcc return (more than 10 ton) 0.00 mt to 5.00 mt

[11] Providing and casting in situ controlled cement concrete M-300 for R.C.C return as per drawings including 77.00 Cum 5649.34

centering shuttering, scaffolding where necessary, laying vibrating, curing and finishing complete. (1) piers

(2)Abutment (3)Rcc return (more than 10 ton) 5.00 to 10.00 mt

[12] Providing and casting in situ controlled cement concrete M-300 for R.C.C work in pier cap, abutment cap and 69.00 Cum 5411.93

dirt wall including cotrolled cement concrete M-400 bed blocks or pedestals of requried size below bearings

as per detailed drawings, centeriang, shuttering, scaffolding, wherever necessary, laying vibrating, curing and

finishing complete.

[13] Providing and laying Tar Paper below solid slab and between solid slab and Pier Cap/ Abutment Cap of 60.00 Sqm 134.33

approved and as directed by engineer in charge.

[14] Providing and casting in situ controlled Cement Concrete M-300 for R.C.C Solid Slab including centering, 340.00 Cum 5471.74

shuttering, curing, scaffolding and finishing complete.

[15] Providing and casting in situ controlled cement concrete M-400 for crash barrier/kerb/kerb block blocks 98.00 Cum 5147.34

including formwork curing and finishng, complete.

[16] Providing and casting in situ controlled cement concrete M-400 for average 100 mm thick wearing coat laid 48.00 Cum 5564.41

as directed including tamping ,vibrating, finishing, curing and filling in joints with bitumen complete.

[17] Providing and Laying Pre-Moulded asphalt Filler Joint as per drawing, (A) 20 mm size in between Solid slab 43.00 Sqm 1172.54

and Dirt wall or Solid Slab and Dirt wall and Approach Slab as directed.

[18] Finishing wall with water proofing cement paint of on wall surfaces (Two coats) to give an approved brand 355.00 Sqm 62.43

and manufacture and of required shape even shade after thoroughly brushing the surface to remove all dirt

and remains of loose powered materials.

[19] Providing and fixing in position Mild steel dowel bars in pier caps or abutment caps for anchorage in Fixed 30.00 Each 341.29

End as per detailed drawings including cutting, bending and welding complete.

Item Description of Item Rates in

Quantities Unit Amount

No. (with brief specification and reference to book of specifications) Figure

[20] Providing and fixing in position Mild steel dowel bars in pier caps or abutment caps for anchorage in Free End 30.00 Each 399.70

as per detailed drawing including cutting, bending and welding complete.

[21] Providing and casting in situ Controlled cement concrete concrete M-300 for approach slab including 23.00 Cum 5263.99

formwork curing and finishing complete.

[22] Providing and Fixing RCC M350 architecture pylons at end of Approach structures including all materials 2.20 Cum 5343.28

,labour,reinfocement laying ,ramming,curing etc. Complete as per detailed working drawing M 350 - for

architecture pylons at end of Approach

[23] Providing P.V.C. 100 mm diameter water spouts including necessary iron gratings as per drawings 22.00 No 159.37

[24] Providing and laying Double walled corrugated pipes (DWC) of Polyethylene (Conforming to IS: 14930-II) of 248.00 Rmt 215.13

150 mm Dia. with fittings and necessary connecting accessories of same material at required depth for laying

table below Crash Barrier etc. Complete as per specs and as directed by Engineer.

[25] Providing and carrying out load test on bridge deck with simulated loading including provision, placing and 120.00 MT 169.92

removal of loading, supplying, fixing and removing deflection measuring instruments etc. complete with

platforms for fixing the instruments etc. complete as per the details supplied and specification and as

directed by Engineer and including submission of required results in triplicate after satisfactory completion of

[26] Providing and fixing marble slab including engraving and painting complete. (i) Size 75cm x 60cm x 4cm. 1.00 No 1012.65

[27] Providing and laying weep holes in abutment and return by using A.C.pipe of 100mm diameter with laying in 765.00 No. 49.25

proper grade and joining complete as per detailed specification

[28] Providing and filling sand behind abutments and between returns in layers as directed 1127.00 Cum 478.82

[29] Supplying & laying of drainage composite for use behind walls, between two different fills, alongside drains of 765.00 Sqm 831.23

road, below concrete lining of canals etc. Geocomposite for planar drainage, realized by thermobonding a

draining core in extruded monofilaments with two filtering nonwoven geotextiles that may also be working as

separation or protecting layers. The draining three dimensional core will have a “W” configuration as

longitudinal parallel channels. Minimum thickness to be 7.2mm, with two filtering UV stabilized

polypropylene nonwoven geotextile of minimum thickness of 0.75 mm having pores of 150 micron and

tensile strength of 8.0 kN/m that will be working as separation or protecting layer, geocomposite having in

plane flow capacity of 2.1 L / (m.s) at hydraulic gradient of 1.0 & 20 kpa pressure and tensile strength of

kN/m , with mass per unit area of 740 gsm, supplied in the form of roll for easy transportation to site of work

as per detailed specification all complete as per directions of Engineer in charge.

Item Description of Item Rates in

Quantities Unit Amount

No. (with brief specification and reference to book of specifications) Figure

[30] Supplying & laying of bi-axial extruded high modulus polypropylene geogrid conforming to MORT&H 1328.00 Sqm 253.51

specification for base/sub-base reinforcement having minimum tensile strength 30kN/m in the longitudinal

and transverse direction, with 10.5kN/m and 21kN/m tensile strength at 2% and 5% strain respectively in

the longitudinal and transverse direction, junction efficiency not less than 95% and with 38mm X 38mm mesh

[31] Diversion of water course, providing cofferdam and bund or island as may be necessary for foundation and 4.00 No 50500.00

maintaining the same for the period as may be necessary. (V) Pier Nos.

[32] Providing and applying one coat Epoxy Phenolic primer of DFT 50 micron and two coats of Epoxy Phenolic 1081.00 Sqm 343.40

coating of DFT 100 microns each or any other equivalent epoxy coating system to all concrete surfaces for

Crash Barrier including cost of material, labour, transportation, scaffolding and preparing the surfaces by

cleaning, washing, brushing, sand/ grit blasting etc. complete and as directed by Engineer and as per

specification. ( Paint shall be got approved from Engineer and tested from approved laboratory)

[33] Providing fusion bonded Epoxy coating not less than 175 micron thickness and up to 300 micron to 191.00 MT 8729.43

reinforcement bars as per IS-13620-1993/ASTM-775 M including testing of coating at plant and all taxes for

[34] Providing flood gauge marks on substructure as per design including painting complete. 26.00 Rmt 166.90

[35] Clearing and grubbing road land including uprooting rank vegetation grass bushes,shrubs,sapling and trees 0.05 Hector 28455.09

girth up to 300 mm removal of stumps of trees cut earlier and disposal of unserviceable materials (C) By

mechanical means in area of light jungle

[36] Sub-grade with 8% CBR (Earthwork for embankment including breaking clods, dressing with all lead and 2502.00 Cum 182.14

liftand 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 with all lead and lift

[37] Providing, laying, spreading and compacting 150 mm thick granular sub base (G.S.B.)with specified material 118.00 Cum 1538.23

MC BT Metal of size 53 to 26.5 mm 35%, 26.5 mm to 4.75 mm 45% and below 2.36 mm stone dust 20% mix (

Grade-I having C.B.R. not less than 30 incl. mixing the material at OMC at site and spreading in uniform layer

base and compacting with power roller to achieve the desired density incl. all materials, labour and

machinery, lighting guarding, bracketing and maintenance of diversion etc. complete as per MORT&H clause

[38] Provdining and laying W.B.M (100mm + 75mm) of B.T.M.C metal of size 45 mm to 63 mm size including 0.12 136.00 Cum 2147.26

Cu.m. stone screening 0.08 Cu.M. stone dust as filler including spreading, watering & consolidation by

vibratory roller 0 KN to 100 KN static weight. 175 mm thick compected.

Item Description of Item Rates in

Quantities Unit Amount

No. (with brief specification and reference to book of specifications) Figure

[39] Providing and laying 37.50 mm Thick Bitumious Spray Grout (BUSG) base course using M.C. stone B.T. Stone. 58.00 MT 3522.15

as per gradation and asphalt VG-30 for mixing 1.99% of mix i.e. 19.90/MT by weight including heating the

asphalt and aggregate by hot mix hot laid process usinng drum mix plant beaching, labour, oil, lubricants etc.

using contractors own machineries and plant including applying tack coat over WBM surface 4.0kg/10 sqm.

[40] Providing and laying 25 mm thick compacted open graded premixed carprt using machine crushed stone 42.00 MT 4267.16

aggregate and binder VG-30 grade bitumem at the rate of 3.36 % by weight of total wt of mix ( i.e.33.60

kg/M.T.) for binding. with mechanical sprayer including heating the asphalt and aggregate by continuous

batching mixing by drum mix plant and tranporting the mix and laying the same by paver finisher to required

level and grade and rolling with vibratory roller 80 to 100 KN static weight using all necessory equipment

tools and plant including cost of all material firewood oil lubricant labour charges etc.

[41] Providing and laying premix seal coat using B.T. chips ( 6 to10 mm size ) 0.18 Cum. / 10 Sq.mt. i.e.0.66 Cum. 21.00 MT 5163.78

aggregate / 1 M.T. mix and asphalt grade VG-30 at the rate of 4.5 %of mix i.e. 45 Kg. / MT including heating

the asphalt and aggregate by continuous batching drum mix plant, transporting the mixed material by tipper

trcks and spreading the same by paver finisher and consolidation by vibratory roller of 80 to 100 KN static

weight including providing equipment, tools and plant, fire wood lubricants, kerosene, oil, labour charges

using contractor's own machineries drum mix palnt and paver finisher.

[42] Road marking with hot applied thermoplastic paints with reflectorising glass beads on bitumin surface 82.00 Sqm 367.72

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 xcluding 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

lane/center line/ edge line/cut patta. The white color markIng should Povide 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 criterla for night time reflectivity, wet

reflectivity and skid resistance as mentloned in the section-15 of IRC 35-2015 warrenty for retro reflectivity

shall be two years.

Item Description of Item Rates in

Quantities Unit Amount

No. (with brief specification and reference to book of specifications) Figure

[43] Cat Eye / Road Stud/RPM: Supplying Raised Pavement Markers made of polycarbonate and ABS moulded 91.00 Nos 217.40

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 D4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-

97-DO iii 11061997 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 color of the marker should be

as per the IRC 35-2015 and as directed by Engineer-In-charge.

[44] Village/Bridge Name Sign :- Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP 2.00 Nos 6313.51

(Aluminum composite Panel); size 90x60 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 Micro Prismatic Grade retro refiectivesheeting of Type-11 as per ASTM D- 4956 and

latest M.O.S.T.Specifications; 3.3mtr long stand post of 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 or inscription/letters / 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 10 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-C Type-11 Retro Reflective sheeting.

[45] Distance Informatory / Destination Sign :- Providing and Fixing Sign boards made out of 2mm aluminium 2.00 Nos 20918.11

sheet / 4mm ACP (Aluminium composite Panel) ; size 180 X 120 cms. Ractangular 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 Micro Prismatic Grade retro reflectivesheeting of Type-

11 as per ASMT D-4956 and letest M.O.S.T. Specifications; 4.0 mtr long (2 Nos.) stand post of 75 x 75 x 6mm /

65NB Circular MS pipe as required and frame fabricated from suitable size iron angle of 50 x 50 x 5mm ;

Painted with best quality epoxy coating in black and white bends. The detail of symbol foreach 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 45X45x60 Cms.

for each leg. including excavation, curing etc.complete under the supervision of engineer in charge. A

warranty for 10 years for the retro reflective sheeting from orignal manufacturer & a certified copy of 3 years

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

contractor. (A) Class-C Type-11 Retro Reflective sheeting

Item Description of Item Rates in

Quantities Unit Amount

No. (with brief specification and reference to book of specifications) Figure

[46] Regulatory / Mandatory Sign (Speed Limits):- Providing and Fixing Sign boards made out of 2mm aluminium 4.00 Nos 4618.73

sheet / 4mm ACP (Aluminium composite Panel) ; size 60cms Dia circle 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 Micro Prismatic Grade retro reflectivesheeting of Type-11 as per

ASMT D-4959 and letest M.O.S.T. Specifications; 3.6 mtr long stand post of 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 best

quality epoxy coating in black and white bends. The detail of symbol foreach 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 45X45x60 Cms. for each

leg. including excavation, curing etc.complete under the supervision of engineer in charge. A warranty for

years for the retro reflective sheeting from orignal manufacturer & a certified copy of 3 years outdoor

exposure test report from third party test lab for the product offered shall be submitted by contractor. (A)

Class-C Type-11 Retro Reflective sheeting

[47] Chevron sign :-Providing and fixing sign boards made out of 1.5mm aluminium sheet / 3mm ACP (Aluminum 10.00 Nos 4681.35

composite Panel); size 60x50 cm 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

Micro Prismatic Grade retro refiectivesheeting of Type-11 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.3 mtr long stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as required and

frame fabricated from suitable size iron angle of 50 x 50 x 5mm; 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

years for the Retro reflective sheeting from originaa 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-C Type-11 Retro Reflective sheeting

[48] Type - B, "THRIE" : Metal Beam Crash Barrier (Providing and erecting a "Thrie" metal beam crash barrier 79.00 Rmt 4145.04

comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC

series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground

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 space of channel section 150 x 75 x 5 mm,

mm long complete as per clause 811)

[49] Providing and casting in situ controlled cement concrete M 200 for R.C.C. return as per drawings including 27.00 Cum 5068.30

centering shuttering, scaffolding where necessary, laying vibrating, curing and finishing complete. All Height

(1) Piers (2) Abutment (3) RCC return

Item Description of Item Rates in

Quantities Unit Amount

No. (with brief specification and reference to book of specifications) Figure

[50] Providing & Fixing solar power road trafic flasher (24 hours operation) having 30c mm round light source , 2.00 No 42975.50

cluster of high intencity ultra bright lead visibility greater than 500 mtrs red or amber availabel or required.

Falshing duty cycle 50% operation for 24 hr. located 3.0 mt. above the ground level. design in line with IS

7537 -1974 specification of road trafic. siganal solars model 12V 20WP / 124 ,40W , battary 12 V 60Ah /12 V

110Ah operating temperature 0 to 50 C , humidity 93% EH (NC) complete with instalation

[51] Construction of temporary diversion including Site Clearing, filling Earth as per site required and Crushed 110.00 Rmt 2930.07

Stone (40 to 63 mm) is 150mm thick and GSB Grade-1 of 150mm Thick. With Maintaining During

Construction period.

[52] Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in 80.00 Cum 1051.41

front of toe of embankment complete as per drawing and Technical specifications (A) Stone/Boulder

Rupees Three Crores Fifty Eight Lakhs Forty Thousand Six Hundred Seventy Two and Paise Twelve Only

I/We am/are willing to carry out the work at………………….% above/below percent(Should be written in figures and words) of the estimated rate mentioned above. Amount of

Estimated Amount put to tender Estimated Amount put to tender

In Words In Words

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 materials of amount of Rs. 50,000.00 must be recovered from Contractor's ............ R.A Bill.

Dated Signature Deputy Executive Engineer Executive Engineer

the Contractor. Panchayat R & B Sub Division Panchayat R & B Division