Construction of Cross Drainage Structure on Various Roads in Morbi District - Package -1

Quantities Total Amount

estimated Item of Work Unit according to

out or less In Figure estimated quantities

1 3116.8 Demolition including stacking of serviceable materials and 1082.3 Cum

disposal of unserviceable materials with all lead and lift. (i) R.C.C.

2 18354.6 Excavation for foundation in sand, gravel, clay soft soils and 511.1 Cum

murrum etc. including shoring, strutting dewatering as necessary

and disposing of the excavated stuff as directed.

(A) Depth upto 3.0 M. and lead upto 100m for 10 Cum

3 1388.5 Providing and laying plain cement concrete in levelling course 3772.2 Cum

complete as per drawings and technical specifications as per

sections 1500, 1700 and 2100 of MORTH. (M-15)

4 1292.6 Providing and laying plain cement concrete grade M-15 PCC Toe 3772.2 Cum

wall for toe protection i.e. to prevent the slope pitching from

sliding down, with graded machine mixed stone aggregate from

mm to 40 mm including tamping, vibrating, leveling and curing

complete with all formwork, dewatering wherever required

including all materials, labours, plants, machineries & tools, all

leads and lifts, etc. complete as per specification.

5 729.7 Providing and fixing in position (Thermo mechanically Treated 77728.6 MT

bars) TMT Fe550D CRS conforming to IS 1786 reinforcing bars of

various diameters for Box structure , retaining wall, etc. as per

detailed designs and drawings and schedule including cutting,

bending, hooking the bars, binding with 18 SWG GI wires with cost

of all labour, materials, tools, plants, equipments, supporting as

required with all lifts and leads etc. all complete as per

specification and as directed by Engineer

The rate includes for supply, loading, unloading, transporting to

site, cutting, bending, lap length, hooking, placing, tying in

position with contractor's own binding wire, welding, forming the

cage and lowering it in position in pile bore etc. Welding and

supporting in position to ensure lines and levels during concreting,

maintaining proper cover/ spacing, all leads & lifts, etc. including

contractor's own equipment, labour, supervisor, taxes,

machineries, etc. complete as per drawings and specification.

6 7288.8 Providing and casting in situ controlled cement concrete M-25 for 5304.3 Cum

R.C.C. box structure, as per drawings, Stem of Retaining wall etc.

using 6 mm to 20 mm machine crushed well graded stone

aggregate, sand of approved quality, OPC 53 grade cement with

contractor's own concrete mix design etc. complete as per

The rate is inclusive of all materials, including necessary mixing in

fully automatic batch mix plant, transport, curing, vibrating,

placing in position, scaffolding, staging, normal shuttering,

formworks, deshuttering carefully, making good the damages,

fixing embedment, inserts, pockets, wherever necessary, with all

lead and lift with contractor's labour, tools & plants, machineries,

as required, with including cost of fair finish form work.

7 2206.2 Providing and laying - Filter Media 600mm thick directed at the 1226.0 Sqm

back of abutments, returns and wing walls as per detailed

specifications.

Quantities Total Amount

Quantities Total Amount

estimated Item of Work Unit according to

out or less In Figure estimated quantities

8 1699.3 Providing & laying weep hole in Aburtments, and returns by using 86.7 Nos.

A.C. pipe of 100mm including laying in proper grade and jointing

the completed as per detailed specification.

9 4877.2 Back filling behind Abutment, wing wall and return wall with 504.4 Cum

selected granular material of approved quality incluiding all the

materials, compacting, labour, equipment charges, etc all

complete as per drawing and Technical Specification Section

(Percentage of fine content maximum 15%, Backfill soil phi 30°,

Density 20 kN/m3, Field compaction 95±2% modified proctor

10 1382.5 Providing and laying rubble for appron (each stone weighting not 1083.8 Cum

less than 40Kg.) including and packing and filing in the interestices

with quarry-spalls. For Rigid Apron.

11 1784.2 Providing and laying plain cement concrete grade M-20 curtain 4591.5 Cum

wall with minimuim depth below floor level of 2m on upstream

and 2.5m on downstream side as per clause 20.1.2.3 of

IRC:SP:13:2004 and section 2507.1 of MORTH specification.

12 2384.7 Providing and laying rubble for appron (each stone weighting not 1083.8 Cum

less than 40Kg.) including and packing and filing in the interestices

with quarry-spalls. For Flexible Apron.

13 342.5 Providing and laying Filter material underneath pitching in slopes 309.8 Sqm

300mm thick complete as per drawing and Technical specification.

14 170.2 Providing and laying Pitching on slopes laid over prepared filter 1136.6 Cum

media including boulder apron laid dry in front of toe of

embankment complete as per drawing and Technical

specifications.

15 363.5 Providing and casting in situ controlled cement concrete M-25 for 5304.3 Cum

Parapet Wall, as per drawings. Stem of Parapet wall etc. using

mm to 20 mm machine crushed well graded stone aggregate,

sand of approved quality, OPC 53 grade cement with contractor's

own concrete mix design etc. complete as per specification.

16 850.1 Providing and casting in situ controlled cement concrete M-30 for 5536.1 Cum

average 75 mm thick wearing coat laid as directed dincluding

tamping, vibrating, finishing, curing and fillingin joints with

bitumen complete

17 0.8 Clearing and grubbing road land including uprooting rank 28448.5 Hectare

vegetation grass bushes,shrubs,sapling and trees girth up to

mm removal of stumps of trees cut earlier and disposal of

unserviceable materials (C) By mechanical means in area of light

18 0.0 Dismantling of flexible pavements and disposal of dismantled 0.0

materials up to a lead of 1000 metres, stacking serviceable and

unserviceable materials separately

18.1 474.7 Dismantaling of Bituminous Layer 256.8 cum

18.2 1709.4 Dismantaling of Granular Layer 357.3 cum

19 14093.2 Earthwork for embankment including breaking clods, dressing 210.2 Cum

with all lead and 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.(E) From Borrow area within

Quantities Total Amount

Quantities Total Amount

estimated Item of Work Unit according to

out or less In Figure estimated quantities

20 2503.7 Construction of sub-grade and earthen shoulders using quarry 290.6 cum

spall with all lead and lift and including watering and rolling and

consolidation of sub grade in layers at OMC to required dry

density including filling the depressions which occur during the

process using power roller 8T to 10 T

21 1038.6 Construction of granular Sub base with Coarse Graded Material 1111.3 cum

(Grade II) (Table:- 400- 2) of 200 mm by providing coarse graded

material Metal Crushed using size 53mm to 26.5 mm@ 27.5%,

4.75mm below @ 37.5% spreading in uniform layers with

including and mixing the material obtained from cutting BT road

by milling machine using motor grader on prepared surface mixing

by mix in place method with rotavator at OMC and compacting

with vibratory roller to achieve the desired density complete as

per Clause 401.2 Table 400.1 grade-V.

22 1080.6 Providing, laying, spreading and compacting stone aggregates of 1559.1 Cum

specific sizes to water bound macadam specification including

spreading in uniform thickness, hand packing, rolling with

vibratory roller 8-10 tonnes in stages to proper grade and camber,

applying and brooming requisite type of screening/ binding

Materials to fill up the interstices of coarse aggregate, watering

and compacting to the required density.-Grading 1, Using

Screening Crushable type such as Moorum or Gravel.

23 1329.7 Cement Concrete Pavement (Construction of un-reinforced, dowel 5586.0 Cum

jointed, plain cement concrete pavement over a prepared sub

base with 43 grade cement @ 400 kg per cum, coarse and fine

aggregate conforming to IS 383, maximum size of coarse

aggregate not exceeding 25 mm, transported to site, 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

24 18.0 Providing and fixing sign boards made out of 2.0 mm aluminium 3666.3 Nos.

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 Micro Prismatic Grade retro refiectivesheeting

of Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications;

1.8mtr 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 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 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.

Quantities Total Amount

Quantities Total Amount

estimated Item of Work Unit according to

out or less In Figure estimated quantities

25 405.0 Supplying and fixing reinforced concrete heavy duty non-pressure 3469.3 Rmt

pipes with collars for culverts carrying heavy traffic as per IS 458-

1991 specifications including setting the pipes in C.M. 1:2

watering and laying (to level or slopes) of class NP3 of following

internal daimeters.(v) 900mm dia.

26 526.1 Demolition of Brick work and stone masonry including stacking of 562.9 Cum

serviceable materilas and disposal of unserviceable materials with

all lead and lift.(ii) In Cement Mortar.

27 1498.2 Excavation for foundation in hard murrum and boulders and very 611.3 Cum

stiff or sticky, clays and other similar strata including shoring and

strutting and dewatering as necessary and disposing of the

excavated stuff as directed .

28 775.1 Providing and laying plain cement concrete grade M-20 PCC 4142.2 Cum

protection wall, with graded machine mixed stone aggregate from

6 mm to 40 mm including tamping, vibrating, leveling and curing

complete with all formwork, dewatering wherever required

including all materials, labours, plants, machineries & tools, all

leads and lifts, etc. complete as per specification.

29 400.0 Providing parapet of ordinary cement concrete M-200 as per 1062.5 Rmt

detailed drawings with necessary reainforcement including,

shuttering, laying vibrating and finishing to line and level

complete.(ii) Cast in situ

30 4.0 Providing MS Flood guage on top of the bridge including supply, 1877.5 Nos.

fixing and painting complete as directed by engineer in charge

31 8587.0 Excavation in large boulders and soft rock by welding including 716.6 Cum

shoring, strutting and dewatering as necessary and disposing of

the excavated stuff as directed.

32 561.4 Providing and laying plain cement concrete in levelling course 3345.6 Cum

complete as per drawings and technical specifications as per

sections 1500, 1700 and 2100 of MORTH. (M-10)

33 73.2 Providing and applying Acrylic paint to unplastered concrete 115.4 Sqm

surface after cleaning the surface of dirt, dust, oil, grease,

efflorescence and applying paint @ of 1 litre for 2 sqm.

34 935.6 Box cutting the road surface to proper slope and camber for 215.6 Cum

making a base for road work including removing the excavated

stuff and depositing on the road side slope as directed upto

35 823.7 Providing, laying, spreading and compacting stone aggregates of 1539.5 Cum

specific sizes to water bound macadam specification (200mm thk

in two layers) including spreading in uniform thickness, hand

packing, rolling with vibratory roller 8-10 tonnes in stages to

proper grade and camber, applying and brooming requisite type

of screening/ binding Materials to fill up the interstices of coarse

aggregate, watering and compacting to the required density.-

Grading 2, Using Screening Crushable type such as Moorum or

36 692.5 Providing and fixing "W" type metal beam crash safety barrier 3356.5 Rmt

comprising of single row 3 mm thick galvenized sheet to be fixed

on ISMC 150 (150 mm x 75 mm x 5.4 mm) series channel vertical

post to be spaced 2.0 mtr c/c to be kept 1.65 mtr height including

necessary foundation, fittings with bolts, painting and required all

process as per specification and as per drawing.

Quantities Total Amount

Quantities Total Amount

estimated Item of Work Unit according to

out or less In Figure estimated quantities

37 6.0 Diversion sing board :-Providing & Fixing sign boards made out of 6798.9 Nos.

2mm aluminium sheet, size 180 x 60 cms. rectangle as per the

attached drawing pre treated with phospheting process & acid

etching. coated with one coat of epoxy priemr and two coats of

best quality epoxy paint reflectorised with retro reflective

sheeting as per latest M.O.S.T. Specifications; Letters and

numerals should be as per IRC-30-1968,3.1m long (2nos) stand

post and frame fabricated from iron angle of 35x35x3mm,

50x50x5mm painted with best quality epoxy coatings in blak and

white bends. The fixing at site shall be in 1:2:4 CC block of size

x 45x 60cms for each leg, including excavation curing etc.

complete under the supervision of engineer in charge.(A) Engineer

38 50.1 Granular sub base Grade 1 with black trap crushed stone well 1116.0 Cum

graded material (Table-400.1) by mix in place method

construction of granular sub base by providing black trap crushed

stone well graded material, spreading in uniform layers with

motor grader on prepared surface, mixing by mix in place method

with rotavator at OMC and compacting with vibratory roller to

achieve the desired density complete. (As per technical

specification clause-401) for Gr-1 Material

39 30.0 Informatory Signs :-Providing and fixing Work in Progress sign 3856.9 Nos.

boards made out of 2mm aluminium sheet; size 80 x 60cms.

rectangle as per the design of IRC-67-1977 pre treated with

phospheting process & acid teching; coated with one coat of

epoxyprimer and two coats of best qualityepoxy paint;

reflectorised with retro refiective sheeting as per latest M.O.S.T.

Specifications; 3.1m long stand postand frame fabricated from

suitable sizeiron angle of 35 x 35 x 3mm75x75x6mm as required;

painted with best qualityepoxy coatings in black and whitebends.

the details of symbol for eachboard shall details of symbol for

eachboard shall be as per the instruction ofengineer in charge.

The fixing at site shall be in 1:2:4 CC block of size 45 x45 x 60cms.

for each leg. including excavation curing tec. complete under the

supervision of engineer in charge.(A) Engineer Grade(VR)

40 688.5 Providing and laying rubble for soling (each stone weighting not 1083.8 Cum

less than 40Kg.) including and packing and filing in the interestices

with quarry-spalls. For rublle soling work under pcc.

41 120.0 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting 3254.2 Rmt

a "W" metal beam crash barrier comprising of 3 mm thick

corrugated sheet metal beam rail, 70 cm above road/ground level,

fixed on ISMC series channel vertical post, 150 x 75 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

x 5 mm, 330 mm long complete as per clause 811)

42 34.5 Providing and casting in situ ordinary cement concrete M-150 mix 3772.2 Cum

below CC pavement including laying ramming, vibrating and

curing complete.

43 224.8 Providing and laying Filter material underneath pitching in slopes 309.8 Sqm

150mm thick complete as per drawing and Technical specification.

Quantities Total Amount

Quantities Total Amount

estimated Item of Work Unit according to

out or less In Figure estimated quantities

44 570.0 Diversion: Providing temporary diversion suitable for traffic during 2498.5 Rmt

the construction period of the C.D. Structure work by levelling

existing ground and constructiong suitable compacted

embankment, road surface with providing, laying & consolidation

of 200 mm WBM in layers on carriage width with safety measures

like sign board, guard stone, necessary R.C.C. pipes with suitable

slope protection & maintain for motorable road throughout

construction period etc. and also dismantle diversion after

completion of work etc. complete as per instrucion of Engineer-in-

45 97.7 Providing and filling in foundation with ordinary cement concrete 3345.6 Cum

M-10 mix and providing necessary vertical pin headers incl.

Formwork, vibrating, ramming and curing complete.

46 480.7 Providing and casting in situ. controlled Cement Conrete M-25 for 4697.3 Cum

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

vibrating ramming of curing complete (Item No.27014+ R.A.)

47 474.0 Providing and casting in situ Controlled cement concrete M- 25 for 5256.1 Cum

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

finishing complete. (SOR / Item No.27075-A ) +RA)

48 196.8 Providing and casting in situ Controlled cement concrete M-25 for 5235.7 Cum

approach slab including formwork curing and finishing

omplete.(SOR / Item No 27103-BA + R.A.)

49 21.3 Providing and casting in situ controlled cement concrete M-25 for 4948.6 Cum

Kerbs/Kerb blocks including form work,curing and finishing

complete.(SOR / item No. 27093 BA+ R.A.))

50 1071.0 Providing & casting in situ ordinary cement concrete M-20 mix 4291.7 Cum

and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating, curing and finishing complete

without V-Groves.(A) Height from 0.0 M. to 5.0 M. (SOR / Item -

51 9.4 Providing and laying in position FE 500/500 D TMT bar 73858.7 MT

reinforcement including cutting, bending, hooking and tying

complete as per detailed drawings for the following.(A) Piers (B)

Abutments (C) R.C.C. Return / Walls/ Caps/ Copings etc ( SOR /

52 19.3 Providing and placing in position FE 500D TMT bar reinforcement 73243.0 MT

including testing of coating at plant and all taxes including cutting,

bending, hooking, and tying complete as per detailed drawing.(A)

Solid Slab. / App slab / Wearing Coat (SOR / Item No.27113)

53 160.0 Providing 20 mmThick Pre-moulded asphalt filler joints as per 769.6 Sqm

drawings (R.A. )

54 112.0 Provding P.V.C. 100 mm diameter water spouts including 159.4 Nos.

necessary iron gratings as per drawings. (SOR Item No. 27100-A )

55 1120.0 Providing and laying weep hole in Aburtments, and returns by 228.3 Nos.

using PVC pipe of 100 mm including fixing in proper grade and

jointing the complete as per detailed specification( SOR Item

56 276.0 Providing & Fixing of Precast R.C.C. Railing of M-30 Grade 2142.4 Rmt

Concrete having 2 - tire (Row) of Hand Rail dimension as shown in

detail drawing & Vertical Post such as c/c pacing between vertical

posts not to exceed 1.625 m including necessary TMT steel, Form

Work, Painting with Weatherproof Paint, Supplying of all material,

Labour etc. complete as per instruction of Engineer-in-Charge.

Quantities Total Amount

Quantities Total Amount

estimated Item of Work Unit according to

out or less In Figure estimated quantities

57 1740.0 Filling available excavated earth (excluding rock) in trenches. 136.9 Cum

plinth, sides of foundations etc. in layers not exceeding 20 cm. in

depth consolidating each disposited layer by ramming and

watering. (SOR Item No.4006)

58 497.5 Dismentalling the existing structure including removing and 930.4 Cum

stacking the dismentalled materials as and where directed RCC

work ( SOR / Item No.27001-A)

59 391.0 Demolition and disposal of unserviceable materials with all lead 623.0 Cum

and lift.(ii) Unreinforced concrete. (SOR Item No.20001B)

60 60.0 Removing all types of Hume pipes and stacking within a lead of 419.0 Rmt

1000 m including Earthwork and Dismantling of Masonry Works as

per Technical Specification Clause 202. (Rate Analysis) (B)Above

600 mm to 900 mm dia Hume pipe

61 1204.1 Providing & casting in situ ordinary cement concrete M-15 mix 3921.6 Cum

and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating, curing and finishing complete

without V-Groves.(A) Height from 0.0 M. to 5.0 M. (SOR/ Item -

62 20.0 Hazard Marker Sign :-Providing and fixing sing boards made out of 2423.7 Nos.

2mm 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

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) (SOR I. No. 26102A)

63 20.0 Cautionary Warning Sign :-Providing and fixing sing boards made 3808.7 Nos.

out of 2mm 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)( SOR

Item No.26092-A)

64 887.8 Dismentalling the existing structure including removing and 409.2 Cum

stacking the dismentalled materials as and where directed Rubble

masonary (SOR Item No.27001-B)

65 159.3 Excavation in hard rock by dry-wet blasting and chiselling 1675.3 Cum

including dewatering and chiselling incl uding dewatering

preparing foundation base by proper benching and steppingand

disposing of the excavated stuff as directed. (B) Blasting

prohibited. (SOR/ Item -27010B)

Quantities Total Amount

Quantities Total Amount

estimated Item of Work Unit according to

out or less In Figure estimated quantities

66 72.0 Providing and fixing Mild steel dowel bars of minium 32MM 450.1 Rmt

dia.for anchoring by drilling holes in foundation strata including

necessarty bending, hooking of dowel bars and grouting the holes

complete as per detailed drawing and as directed (SOR/ Item -

67 444.3 Providing and casting - in - situ controlled cement concrete DMC - 5198.6 Cum

20 for mass concrete for foundation below Piers, Abutments &

Square Return including centering shuttering, scaffolding where

necessary, laying vibrating, curing and finishing complete as per

specification ( R.A. )

68 40.1 Providing and casting in situ controlled cement concrete M-25 for 5384.3 Cum

R.C.C.workin pier cap,abutment cap and dirt wall including

controlled cement concrete M-30 bed blocks or pedstals of

required size below bearings as per detailed drawings, centering,

shuttering, scaffolding, wherever necessary, laying vibating, curing

and finishing complete. (SOR Item -27066-BA+

69 24.0 Providing and fixing in position Mild steel dowel bars in pier cap or 341.3 Nos.

abutment caps for ancorage in fixed end as per detailed drawings

including cutting bending and welding complete.

70 24.0 Providing and fixing in position Mild steel dowel bars in pier cap or 399.7 Nos.

abutment caps for ancorage in free end as per detailed drawings

including cutting bending and welding complete.

71 116.1 Providing 12 mm. Thick Pre-moulded asphalt filler joints as per 703.5 Sqm

drawings ( SOR Item No.27087)

72 82.0 Providing temporary diversion suitable for traffic during the 2298.0 Rmt

construction period of the Bridge/Box Structure work by levelling

existing ground and constructiong suitable compacted

embankment, alweather road surface

73 188.9 Supplying & Laying of Extruded Polypropylene Geogrid for 165.6 Sqm

Base/Sub Base reinforcement of having minimum tensile strength

30 KN/m in the longitudinal & transverse direction and confirming

MORTH specification, laid in layers below approach slab with all

necessary tools to complete the work as per drawing. (R.A.)

74 72.0 Earthwork for Embankment including breaking clods,dressing 169.3 Cum

etc.complete with all lead and lift. (Excluding watering &

consolidation)(C) From Borrow Area within 3.00 K.M. Lead. (S.O.R.

75 1792.0 Rolling and Watering of earth work in layers with vibratory roller 23.0 Cum

including filling in depressions which occur during the process as

directed. (SOR / It. Code 26002A+26003)

76 648.4 Providing and filling in foundation with ordinary cement concrete 3715.6 Cum

M-15 mix and providing necessary vertical pin headers incl.

Formwork, vibrating, ramming and curing complete. (SOR/ Item -

77 139.0 Providing and placing in position FE 550/550 D CRS TMT bar 76778.0 MT

reinforcement including testing of coating at plant and all taxes

including cutting, bending, hooking, and tying complete as per

detailed drawing.(A) Solid Slab. / App slab / Wearing Coat (SOR /

Item No.27113 + Rs. 3500 for Fe 550D CRS )

78 1720.0 Earthwork for Embankment including breaking clods,dressing 210.7 Cum

etc.complete with all lead and lift. (Excluding watering &

consolidation) (E) From Borrow Area within 5.00 Km. lead. (SOR It.

Quantities Total Amount

Quantities Total Amount

estimated Item of Work Unit according to

out or less In Figure estimated quantities

79 3519.0 Providing and applying one coat Epoxy Phenolic primer of DFT 50 233.3 Sqm

micron and two coats of Polyurethane (aliphatic) epoxy paint-75

micron DFT each or any other equivalent epoxy coating system to

all concrete surfaces exposed to atmosphere in Substructure &

Super Structure as directed by Engineer and as per specification.

80 1592.1 Supplying & laying of bi-axial extruded high modulus 253.5 Sqm

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. (N.H. Rajkot SOR Item No.7.5 (iii))

81 137.0 Road marking with hot applied thermoplastic paints (Yellow 367.7 Nos.

Colour No. 356 on C.C. Road & White Colour on Asphalt Surfaces)

with 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 excluding 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 provide

liminance coefficinet on cemend road shalll be min

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. (SOR I. No. 26161)

82 164.0 Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks 326.2 Nos.

Raised Pavement Markers made of polycarbonate and ABS

moulded body and reflective panels with micro prismatic 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 strength of detachment of

the integrated cylindrical shanks, (of diameter not less than 19 +/-

2 mm and height not less than 30+/- 2 mm) from the body is to b

a minimum value of 500 Kgf. Fixing will be by drilling holes on the

road for the shanks to go inside, without nails and using epoxy

resin based adhesive as per manufacturers recommendation and

The color of the marker should be as per the IRC 35-2015 and as

directed by Engineerin- charge. (SOR I. No. 26162A)

83 232.0 Excavation for foundation upto 1.5 m. depth including sorting out 253.9 Cum

and stacking of useful materials and disposing of the excavated

stuff upto 50 metre lead. Dense or hard soil (SOR Item No.26075-

Quantities Total Amount

Quantities Total Amount

estimated Item of Work Unit according to

out or less In Figure estimated quantities

84 30.0 Supplying and fixing reinforced concrete heavy duty non-pressure 5560.0 Rmt

pipes with collars for culverts carrying heavy traffic as per IS 458-

1991 specifications including setting the pipes in C.M. 1:2

watering and laying (to level or slopes) of class NP3 of following

internal daimeters.(vii) 1200mm dia. with lead (SOR Item

85 495.0 Filling available excavated earth (excluding rock) in trenches. 136.9 Cum

plinth, sides of foundations etc. in layers not exceeding 20 cm. in

depth consolidating each disposited layer by ramming and

watering. (SOR Item No.4006)

86 80.4 Providing and casting in situ ordinary cement concrete M-20 for 4338.7 Cum

various thickness wearing coat laid as directed dincluding

tamping, vibrating, finishing, curing and fillingin joints with

bitumen complete. (ItemNo.27091AA )

87 6.0 Providing and fixing Flood Gauge Post mark of "C" Channle angle 1748.2 Nos.

size 100mm X 50mm X 5 mm Thick (In head Wall 0.50 m and

m Out side wih Painting and letterning with radium color as direct)

88 100.0 Diversion: Providing temporary diversion suitable for traffic during 993.8 Rmt

theconstruction period of the C.D. Structure work by levelling

existing ground andconstructiong suitable compacted

embankment, road surface with providing,laying & consolidation

of 100 mm WBM in layers in carriage width with safetymeasures

like sign board, guard stone & maintain for motorable

roadthroughout construction period etc. and also dismantle

diversion aftercompletion of work etc. complete as per instrucion

of Engineer-in-Charge. (R.A)

89 48.4 Provision of an Reinforced cement concrete crash barrier at the 5255.0 Rmt

edges of the road, approaches to bridge structures and medians,

constructed with RCC M-30 Grade conforming to MoRTH

Specification and as per details given IRC-5 including dowel bars

25 mm dia, 450 mm long at expansion joints filled with pre-

moulded asphalt filler board, keyed to the structure on which it 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 at locations directed

by the Engineer, all as specified (Rate Analysis)

90 16.0 Route marker sign :- 3744.7 Nos.

Providing & fixing sign boards made out of 2mm aluminium sheet,

size 60x45cms. rectangle plus 30x25cms additional plate as per

the attached drawing (IRC) 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 sheeting

as per latest M.O.S.T. Specifications ; 3.1m long stand post and

frame fabricated from iron angle of 35 x 35 x 3mm , 75x75x6mm

as required, painted with best quality epoxy coating in black and

white bends The details of numerals for each boardshall 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 45x 60cms. for each leg, including

excavation curing etc. complete under the supervision of engineer

in charge.(A) Engineer Grade (SOR I.No. 26108A)

91 42.0 Providing and fixing Precast R.C.C. Grade M-30 Guard Stone/Stud 860.5 Nos.

15 cm dia at top, 30 cm at bottom and 90 cm high R.C.C. Guard

Stone as per standard design, including fixing, painting, sticking

radium patta etc. complete as per instruction of engineer-in-

charge (Rate Aalysis)

Quantities Total Amount

Quantities Total Amount

estimated Item of Work Unit according to

out or less In Figure estimated quantities

92 373.6 Providing and casting -in - situ controlled cement concrete M-20 5198.6 Cum

for R.C.C. work in Pier, Abutment, Return & Riding Return as per

drawings including centering shuttering, scaffolding where

necessary, laying vibrating, curing and finishing complete.(A)

Height from 0.0 to 5.0 M. (1) Piers (2) Abutment (3) RCC return

(SOR Item No. 27064 AA + R.A. )

93 285.0 Taking credit for NP3 Pipes -1809.4 Rmt -5,15,690.18

94 11.0 Credit for solid slab -46994.3 MT -5,18,112.05

95 45.0 Taking credit for NP4 Pipes (Considering 70% basic rate for 1.2m -3666.8 Rmt -1,65,006.59

96 1.0 Deduct Credit of 70% useful material of Diversion Rs. -1128787.0 -11,28,787.01

In Word Twenty one crore seventy three lakh sixty nine thousand three hundred fifty six only. ₹

I/We am/are willing to carry out the work at ___________% above/below the (percentage should be written in figure and words

only) Estimated rates as mentioned above,amount of my/our tender works out as under.

Estimated Amount Amount

Put to Tender: RS. Put to Tender: RS.

Deduct: % Below Add: % Above

Net : RS. Total : RS.

In Words RS. In Words RS.

(Please Strike out whichever is not applicable)

Quantities Total Amount

Quantities Total Amount

estimated Item of Work Unit according to

out or less In Figure estimated quantities

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

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 The amount of credit shall be recovered from 3 R.A bill.

Signature of Contractor Deputy ExecutiveExecutive

EngineerEngineer

( R & B ) (P) Sub

& B ) (P) Division