Construction of Major Bridge & Box Culvert Mangal Mahudi - Khirai - Ninamana Khakhariya - Agara (U) Road At KM 3/800, 4/800, 5/700 & 7/300 District: Dahod.

Item Rates in

(with brief specification and reference to book of Quantities Unit Amount

No. Figure

specifications)

[1] Dismentaling the existing structure including removing and 1181.00 Cum 952.51

stacking the dismentelled materials as and where directed.

(A)R.C.C.work

[2] Excavation for foundation up to 1.5 Mt. depth incl. sorting out 1923.00 Cum 125.86

and stacking of useful materials and depositing of excavated

stuff up to 50 mt. lead (A) loose or soft soil

[3] Excavation for foundation for depth from 1.5 m to 3.0 m 713.00 Cum 309.04

including sorting out and stacking of useful materials and

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

rock not requiring Blasting

[4] Providing and Casting in situ Ordinary cement concrete M-150 2432.00 Cum 3651.84

for RCC Raft, Cut-off walls including necessary shuttering

laying, vibrating, ramming and curing complete, excluding

reinforcement for reinforced concrete work in (A)

Foundations, footings,Base of columns and Mass concrete

[5] Providing and casting in situ Controlled cement concrete M- 1284.00 Cum 4724.92

300 for R.C.C. Raft and cut-off walls including necessary

shuttering laying, vibrating, ramming and curing complete.

[6] Providing and casting in situ Controlled cement concrete M- 46.20 Cum 4988.75

300 for Kerbs/Kerb/Crash Barrier blocks including formwork,

curing and finishing complete.

[7] Providing and casting in situ Ordinary cement concrete M-200 990.00 Cum 4021.88

for R.C.C. Raft and cut-off walls including necessary shuttering

laying, vibrating, ramming and curing complete.

[8] Providing and casting in situ Controlled cement concrete 605.00 Cum 5263.99

concrete M-300 for approach slab including formwork curing

and finishing complete.

[9] Providing and casting in situ Controlled cement concrete M- 55.10 Cum 5405.82

300 for average 100 mm thick wearing coat laid as directed

including tamping ,vibrating, finishing, curing and filling in

joints with bitumen complete.

[10] Providing and laying in position FE 550D TMT bar 113.00 MT 78160.03

reinforcement including cutting, bending, hooking and tying

complete as per detailed drawings for the All R.C.C. Work.

[11] Providing and laying filter media 600 mm thick as directed at 371.00 Sqm 1268.86

the back of abutment ,returns and wing walls as per detailed

[12] Supplying & Fixing Pre-Moulded bituminous joint Filler 20mm 169.00 Sqm 611.13

[13] Providing and laying weep holes in abutment and return by 789.00 No. 49.25

using A.C.pipe of 100mm diameter with laying in proper grade

and joining complete as per detailed specification

[14] Providing C.I.100 mm diameter water spouts including 24.00 No. 912.40

necessary iron gratings as per drawing

[15] Providing and laying rubble for appron (each stone weighting 783.00 Cum 1004.98

not less than 40Kg.) including and packing and filing in the

interestices with quarry-spalls.

[16] Providing and laying Pitching on slopes laid over prepared 962.00 Cum 1051.41

filter media including boulder apron laid dry in front of toe of

embankment complete as per drawing and Technical

specifications (A) Stone/Boulder

Description of Item

Item Rates in

(with brief specification and reference to book of Quantities Unit Amount

No. Figure

specifications)

[17] Finishing wall with water proofing cement paint of on wall 648.00 Sqm 62.43

surfaces (Two coats) to give an approved brand and

manufacture and of required shape even shade after

thoroughly brushing the surface to remove all dirt and remains

of loose powered materials.

[18] Providing and filling sand behind abutments and between 10106.00 Cum 478.82

returns in layers as directed

[19] Providing, laying, spreading and compacting stone aggregates 395.00 Cum 2031.67

of specific sizes to WBM Grade-II (100mm + 75mm)

specification using 53mm to 22.5mm metal at 80 % with stone

screening of 11.2mm at 15 % and stone dust at 5 % as filler

material, including spreading in uniform thickness, with

consolidation by vibratory roller in stages to proper grade and

camberm applying and brooming requisite type of screening /

binding materials to fill up the interstices of coarse aggregate,

watering and compacting to the required density as per

MoRTH. as directed by the Engineer in Charge.

[20] Hazard Marker Sign :-Providing and fixing sign boards made 6.00 No. 3518.69

out of 2.0 mm aluminium sheet / 4 mm ACP (Aluminum

composite Panel); size 90x30 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; 1.8mtr 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

[21] Providing fusion bonded Epoxy coating not less than 175 393.00 MT 8729.43

micron thickness and up to 300 micron to reinforcement bars

as per IS-13620-1993/ASTM-775 M including testing of

coating at plant and all taxes for all dia of bar

[22] Providing and applying one coat Epoxy Phenolic primer of DFT 2988.00 Sqm 343.40

50 micron and two coats of Epoxy Phenolic coating of DFT

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)

[23] Construction of temporary diversion including Site Clearing, 400.00 Rmt 3856.44

filling Earth as per site required and Crushed Stone (40 to

mm) is 150mm thick and GSB Grade-1 of 150mm Thick. With

Maintaining During Construction period.

Description of Item

Item Rates in

(with brief specification and reference to book of Quantities Unit Amount

No. Figure

specifications)

[24] Carry out alignment survey Work by total station including 1.00 No. 98727.50

marking of center line of the bridge and approach 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.

[25] Excavation for foundation in sand, gravel, clay soft soils and 1746.00 Cum 523.28

murrum etc. including shoring, strutting dewatering as

necessary and disposing of the excavated stuff as directed.(A)

Depth upto 3.0 M. and upto all lead lift

[26] Excavation for foundation in hard murrum and boulders and 720.00 Cum 625.88

very stiff or sticky, clays and other similar strata including

shoring and strutting and dewatering as necessary and

disposing of the excavated stuff as directed .

[27] Excavation in hard rock by dry-wet blasting and chiselling 1259.00 Cum 1715.19

including dewatering preparing foundation base by proper

benching and stepping and disposing of the excavated stuff as

directed.(B) prohibited Blasting. work.

[28] Providing and fixing mild steel dowel bars of minimum 32mm 568.00 Rmt 450.07

dia. for anchoring by drilling holes in 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)

[29] providing and fixing in postion TMT Fe 550 D Steel bars of 58.00 MT 78362.28

various diameter for all RCC works in piles, pile caps and

foundation as per detailed design & drawing and schedule

including cutting, bending, hooking the bars, binding with

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.

[30] Providing and casting in situ controlled cement concrete M- 548.00 Cum 5332.62

300 for R.C.C return as per drawings including 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

[31] Providing and casting in situ controlled cement concrete M- 54.00 Cum 5649.34

300 for R.C.C return as per drawings including 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

[32] Providing and casting in situ controlled cement concrete M- 126.00 Cum 5411.93

300 for R.C.C work in pier cap, abutment cap and 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.

[33] Providing and laying Tar Paper below solid slab and between 108.00 Sqm 134.33

solid slab and Pier Cap/ Abutment Cap of approved and as

directed by engineer in charge.

[34] Providing and casting in situ controlled Cement Concrete M- 650.00 Cum 5471.74

300 for R.C.C Solid Slab including centering, shuttering, curing,

scaffolding and finishing complete.

[35] Providing and casting in situ controlled cement concrete M- 149.00 Cum 5147.34

400 for crash barrier/kerb/kerb block blocks including

formwork curing and finishng, complete.

[36] Providing and casting in situ controlled cement concrete M- 79.00 Cum 5564.41

400 for average 100 mm thick wearing coat laid as directed

including tamping ,vibrating, finishing, curing and filling in

joints with bitumen complete.

Description of Item

Item Rates in

(with brief specification and reference to book of Quantities Unit Amount

No. Figure

specifications)

[37] Providing and Laying Pre-Moulded asphalt Filler Joint as per 66.00 Sqm 1172.54

drawing, (A) 20 mm size in between Solid slab and Dirt wall or

Solid Slab and Dirt wall and Approach Slab as directed.

[38] Providing and fixing in position ( Thermo mechanically treated 115.00 MT 77746.61

bars ) TMT Fe 550 D steel bars of various diameters for all RCC

works in Super structure as per detailed design & drawings

and schedule including cutting, bending, hooking the bars,

binding with 18 SWG GI wires and supporting as required

with all lifts and lead etc. complete including cost of all labour,

materials, tools, plants, equipments etc. all complete as

directed by Engineer and as per specification.

[39] Providing and fixing in position Mild steel dowel bars in pier 48.00 Each 341.29

caps or abutment caps for anchorage in Fixed End as per

detailed drawings including cutting, bending and welding

[40] Providing and fixing in position Mild steel dowel bars in pier 48.00 Each 399.70

caps or abutment caps for anchorage in Free End as per

detailed drawing including cutting, bending and welding

[41] Providing and Fixing RCC M350 architecture pylons at end of 3.00 Cum 5343.28

Approach structures including all materials

,labour,reinfocement laying ,ramming,curing etc. Complete as

per detailed working drawing M 250 - for architecture pylons

at end of Approach

[42] Providing P.V.C. 100 mm diameter water spouts including 40.00 No 159.37

necessary iron gratings as per drawings

[43] Providing and laying Double walled corrugated pipes (DWC) of 270.00 Rmt 215.13

Polyethylene (Conforming to IS: 14930-II) of 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.

[44] Providing and carrying out load test on bridge deck with 150.00 MT 169.92

simulated loading including provision, placing and 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 the load test.

[45] Providing and fixing marble slab including engraving and 1.00 No 1012.65

painting complete. (i) Size 75cm x 60cm x 4cm.

[46] Supplying & laying of drainage composite for use behind walls, 309.00 Sqm 831.23

between two different fills, alongside drains of 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 18 kN/m , with mass per unit area of

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.

Description of Item

Item Rates in

(with brief specification and reference to book of Quantities Unit Amount

No. Figure

specifications)

[47] Supplying & laying of bi-axial extruded high modulus 1204.00 Sqm 253.51

polypropylene geogrid conforming to MORT&H 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 opening.

[48] Diversion of water course, providing cofferdam and bund or 7.00 No 303000.00

island as may be necessary for foundation and maintaining the

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

[49] Providing masonry steps with Cement Pointing on approaches 92.00 Nos 235.99

as directed.

[50] Providing flood gauge marks on substructure as per design 57.00 Rmt 166.90

including painting complete.

[51] Clearing and grubbing road land including uprooting rank 0.20 Hector 28455.09

vegetation grass bushes,shrubs,sapling and trees 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

[52] Earthwork for Subgrade (embankment construction with 7664.00 Cum 182.14

breaking clods, dressing with all lead and lift including

watering, rolling, and consolidation consolidation of the same

in layers at O.M.C. to required dry density including filling the

depressions which occur during the process using Vibratory

roller 8 t to 10 t (C) from borrow area within 8.0 km Lead

(With minimum 8% CBR)

[53] Provdining and laying W.B.M (100mm + 75mm) of B.T.M.C 665.00 Cum 1916.98

metal of size 45 mm to 63 mm size including 0.12 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.

[54] Providing, laying, spreading and compacting 150 mm thick 563.00 Cum 1341.28

granular sub base (G.S.B.)with specified material 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 401.12.50

[55] Providing and laying 37.50 mm Thick Bitumious Spray Grout 108.00 MT 3140.12

(BUSG) base course using M.C. stone B.T. Stone. 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.

[56] Providing and laying 25 mm thick compacted open graded 157.00 MT 3982.64

premixed carprt using machine crushed stone 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

to 100 KN static weight using all necessory equipment tools

and plant including cost of all material firewood oil lubricant

labour charges etc.

Description of Item

Item Rates in

(with brief specification and reference to book of Quantities Unit Amount

No. Figure

specifications)

[57] Providing and laying premix seal coat using B.T. chips ( 6 to10 76.00 MT 4814.81

mm size ) 0.18 Cum. / 10 Sq.mt. i.e.0.66 Cum. aggregate /

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

[58] Providing and laying Compacted of Specified Hard Murrum in 51.00 Cum 492.88

side shoulder including carraige of material and spreading on

prepared base including compacting as per MORTH

Specification etc... complete.

[59] Road marking with hot applied thermoplastic paints with 194.00 Sqm 367.72

reflectorising glass 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 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

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.

[60] Cat Eye / Road Stud/RPM: Supplying Raised Pavement 224.00 Nos 217.40

Markers made of 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 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.

Description of Item

Item Rates in

(with brief specification and reference to book of Quantities Unit Amount

No. Figure

specifications)

[61] Village/Bridge Name Sign :- Providing and fixing sign boards 2.00 Nos 6313.51

made out of 2mm aluminium sheet / 4mm ACP (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-

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.

[62] Distance Informatory / Destination Sign :- Providing and 2.00 Nos 20918.11

Fixing Sign boards made out of 2mm aluminium 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

Description of Item

Item Rates in

(with brief specification and reference to book of Quantities Unit Amount

No. Figure

specifications)

[63] Regulatory / Mandatory Sign (Speed Limits):- Providing and 4.00 Nos 4618.73

Fixing Sign boards made out of 2mm aluminium 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 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

[64] Chevron sign :-Providing and fixing sign boards made out of 8.00 Nos 4681.35

1.5mm aluminium sheet / 3mm ACP (Aluminum 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 10 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

[65] Type - B, "THRIE" : Metal Beam Crash Barrier (Providing and 610.00 Rmt 4145.04

erecting a "Thrie" metal beam crash barrier comprising of

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, 546 mm long

complete as per clause 811)

[66] Providing and casting in situ controlled cement concrete M- 45.00 Cum 5649.34

300 for R.C.C return as per drawings including centering

shuttering, scaffolding where necessary, laying vibrating,

curing and finishing complete. (1) piers (2)Abutment (3)Rcc

return (more than 10 ton) 5.00mt to 10.00 mt

[67] Providing and casting in situ controlled cement concrete M 208.00 Cum 5068.30

200 for R.C.C. return as per drawings including centering

shuttering, scaffolding where necessary, laying vibrating,

curing and finishing complete. All Height (1) Piers (2)

Abutment (3) RCC return

Description of Item

Item Rates in

(with brief specification and reference to book of Quantities Unit Amount

No. Figure

specifications)

[68] Providing and fixing in position ( Thermo mechanically treated 44.00 MT 79232.09

bars ) TMT Fe 550 D steel bars of various diameters for all RCC

works in Super structure as per detailed design & drawings

and schedule including cutting, bending, hooking the bars,

binding with 18 SWG GI wires and supporting as required

with all lifts and lead etc. complete including cost of all labour,

materials, tools, plants, equipments etc. all complete as

directed by Engineer and as per specification.

[69] Providing & Fixing solar power road trafic flasher (24 hours 2.00 No 42975.50

operation) having 30c mm round light source , 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

[70] Providing and fixing in position (Thermo mechanically treated 63.00 MT 78362.28

bars) TMT Fe 550 D steel bars of various diameters for all RCC

works in Foundations, Pier, Abutment wall, box wall, Abt.cap,

Dirt wall, side wall, Retaining wall, Pedestals as per detailed

design & drawings and schedule including cutting, bending,

hooking the bars, binding with 18 SWG GI wires and

supporting as required with all lifts and lead etc. complete

including cost of all labour, materials, tools, plants, equipment

etc. all complete as directed by Engineer and as per

specification.

Total :

Rupees Nine Crores Thirty Five Lakhs Forty Six Thousand Ninety Four and Paise Forty Only

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

Estimated Amount put to tender Estimated Amount put to tender

Deduct …............................. % Below Add …............................. % Above

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. …................................. 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

Limkheda Dahod