CONSTRUCTION OF CROSS DRAINAGE STRUCTURES ON VARIOUS ROADS IN MORBI DISTRICT - PACKAGE -3

Sr. No. Unit Quantity Rate Amount in Rs. Quantity Rate Amount in Rs. Quantity Rate Amount in Rs. Quantity Rate Amount in Rs. Quantity Rate Amount in Rs. Quantity Rate Amount in Rs.

Demolition of Brick work and stone masonry including stacking of serviceable

1 materilas and disposal of unserviceable materials with all lead and lift.(ii) In Cum 657.55 536.09 352506.28 657.55 536.09

Excavation for foundation in sand, gravel, clay soft soils and 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

Providing and laying plain cement concrete in levelling course complete as

2100 of MORTH. (M-15)

Providing and laying plain cement concrete grade M-20 PCC Toe wall for toe

protection i.e. to prevent the slope pitching from sliding down, 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.

Providing and fixing in position (Thermo mechanically Treated 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.

Providing and casting in situ controlled cement concrete M-25 for 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 specification.

6 The rate is inclusive of all materials, including necessary mixing in fully Cum 2385.76 5304.31 12654805.62 5304.31 0.00 2385.76 5304.31

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.

Providing & laying weep hole in Aburtments, and returns by using A.C. pipe

7 of 100mm including laying in proper grade and jointing the completed as per Nos. 52.00 86.70 4508.32 219.00 86.70 18986.95 271.00 86.70

detailed specification.

Providing and laying - Filter Media 600mm thick directed at the back of

abutments, returns and wing walls as per detailed specifications.

Back filling behind Abutment, wing wall and return wall with selected

granular material of approved quality incluiding all the materials, compacting,

labour, equipment charges, etc all complete as per drawing and Technical

Specification Section 300 (Percentage of fine content maximum 15%, Backfill

soil phi 30°, Density 20 kN/m3, Field compaction 95±2% modified proctor

Providing and laying rubble for appron (each stone weighting not less than

40Kg.) including and packing and filing in the interestices with quarry-spalls

Providing and laying plain cement concrete grade M-20 curtain 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.

Providing and laying Filter material underneath pitching in slopes 300mm

thick complete as per drawing and Technical specification.

Providing and laying Pitching on slopes laid over prepared filter media

14 including boulder apron laid dry in front of toe of embankment complete as Cum 37.93 1136.59 43115.53 37.93 1136.59

per drawing and Technical specifications.

Providing and casting in situ controlled cement concrete M-30 for average

15 mm thick wearing coat laid as directed dincluding tamping, vibrating, Cum 110.25 5536.10 610355.34 110.25 5536.10

finishing, curing and fillingin joints with bitumen complete

Providing MS Flood guage on top of the bridge including supply, fixing and

painting complete as directed by engineer in charge

Earthwork for embankment including breaking clods, dressing with all lead

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

17 at O.M.C. to required dry density including filling the depression which occur Cum 183.89 1456.96 183.89 267913.82 114.98 183.89 21143.15 621.25 183.89 114239.26 2193.19 183.89

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

Construction of granular Sub base with Coarse Graded Material (Grade II)

(Table:- 400- 2) of 200 mm by providing coarse graded material Metal

Crushed using size 53mm to 26.5 mm@ 27.5%, 26.5 mm to 9.5 mm @

22.5%, 9.5mm to 4.75mm @12.50% and 4.75mm below @ 37.5% spreading

18 in uniform layers with including and mixing the material obtained from cum 1090.30 310.24 1090.30 338255.26 0.00 609.59 1090.30 664634.94 919.83 1090.30

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

Table 400.1 grade-V.

Cement Concrete Pavement (Construction of un-reinforced, dowel 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

maximum size of coarse aggregate not exceeding 25 mm, transported to site,

19 spread, compacted and finished in a continuous operation including Cum 5895.41 199.67 5895.41 1177136.75 96.60 5895.41 569496.72 296.27 5895.41

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 drawing )

CONSTRUCTION OF CROSS DRAINAGE STRUCTURES ON VARIOUS ROADS IN MORBI DISTRICT

CONSOLIDATION STATEMENT

CONSTRUCTION OF BOX TYPE SUBMERSIBLE BRIDGE 30X6.0X3.0 MTR ON KHANPAR KOYLI ROAD, DIST MORBI. CONSTRUCTION OF MAJOR BRIDGE 6X12.0 MTR SPAN ON LAKHDHIRNAGAR TO ADEPAR ROAD, TA MORBI, DIST. MORBI TOTAL

Section 1: Bridge Works Section 2: Approach & Road Works Section 1: Bridge Works Section 2: Approach & Road Works Section 3: Diversion works

Sr. No. Unit Quantity Rate Amount in Rs. Quantity Rate Amount in Rs. Quantity Rate Amount in Rs. Quantity Rate Amount in Rs. Quantity Rate Amount in Rs. Quantity Rate Amount in Rs.

Providing and fixing sign boards made out of 2.0 mm aluminium sheet /

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.

Demolition including stacking of serviceable materilas and disposal of

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

Excavation for foundation in hard murrum and boulders and very stiff or

22 sticky, clays and other similar strata including shoring and strutting and Cum 611.32 825.68 611.32 504756.93 1043.24 611.32

dewatering as necessary and disposing of the excavated stuff as directed . 217.56 611.32

Excavation in large boulders and soft rock by welding including shoring,

23 strutting and dewatering as necessary and disposing of the excavated stuff as Cum 716.55 1342.18 716.55 961745.25 1342.18 716.55

Providing and placing in position FE 550D bar reinforcement for following

items including cutting bending hooking and tying complete as per detailed

drawing.For well :- curb, staining, cap and RCC Raft, piers, abutments, rcc

returns, abutment cap & dirt wall and pier cap 10.40 73858.69

Providing and placing in position FE 550D TMT bar reinforcement including

25 cutting, bending, hooking, and tying complete as per detailed drawing in solid MT 73243.02 72.86 73243.02 5336486.32 72.86 73243.02

slab, rcc kerb, rcc footpath, rcc approach slab, wearing coat etc

Providing and fixing mild steel dowel bars of minimum 32mm 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.

Providing and fixing in position Mild steel dowel bars in pier caps or

27 abutment caps for anchorage in fixed end as per detailed drawings including Each 341.29 48.00 341.29 16381.88 48.00 341.29

cutting, bending and welding complete.

Providing and fixing in position Mild steel dowel bars in pier caps or

28 abutments caps for anchorage in free end as per detailed drawing including Each 399.70 48.00 399.70 19185.48 48.00 399.70

cutting, bending and welding complete.

Providing fusion bonded Epoxy coating not less than 175 micron thickness

29 and up to 300 micron to reinforcement bars as per IS-13620-1993/ASTM-775 MT 8156.15 185.54 8156.15 1513292.81 185.54 8156.15

M including testing of coating at plant and all taxes.

Providing and Casting in situ controlled Cement Concrete in M-30 grade for

30 R.C.C. open foundation including necessary shuttering laying, vibrating, Cum 4855.85 423.93 4855.85 2058539.52 423.93 4855.85

ramming and curing complete.

Providing and casting in situ controlled cement concrete M-30 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

Providing and casting in situ ordinary cement concrete M-30 for R.C.C. works

in pier cap abutment cap and dirt wall as per detailed drawings, centering,

shuttering, scaffoldiring, wherever necessary, laying vibrating curing and

finishing complete.

Providing and casting in situ ordinary Cement concrete M-30 for R.C.C. solid

33 slab and crash barrier including centering, scaffolding curing and finishing Cum 5590.17 638.10 5590.17 3567086.33 638.10 5590.17

34 Providing Pre-moulded asphalt filler joints as per drawings (A) 12mm 59.50 703.53 41859.77 59.50 703.53

Providing G.I. 100mm diameter water spouts including necessary iron

gratings as per drawings.

Providing and casting in situ controlled cement concrete M-40 for average

36 100 mm thick wearing coat laid as directed dincluding tamping, vibrating, Cum 5694.69 64.50 5694.69 367307.70 64.50 5694.69

finishing, curing and fillingin joints with bitumen complete.

Providing and laying geogrid below approach slab and in approach road

37 portion as specified in GR No. PRC/102020/1393/C and as mentioned in the sqm 166.65 1175.00 166.65 195813.75 1175.00 166.65

Providing flood gauge marks on substructure as per design including painting

39 Providing masonry steps with Cement Pointing on approaches as directed. 80.00 230.50 18440.18 80.00 230.50

Painting two coats of weather proof exterior emulsion paint on wall surface

40 to give an required shape even shade after thoroughly brushing the surface Sqm 120.26 1407.69 120.26 169289.88 1407.69 120.26

to remove all dirt, and remains of loose powdered materials.etc complete

Carrying out Plate load test at founding level as directed by engineer in

Clearing and grubbing road land including uprooting rank 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

Dismantling of flexible pavements and disposal of dismantled materials up to

43 a lead of 1000 metres, stacking serviceable and unserviceable materials 0.00 0.00

43(i) Dismantaling of Bituminous Layer Cum 256.75 26.88 256.75 6901.44 26.88 256.75

43(ii) Dismantaling of Granular Layer Cum 357.25 231.84 357.25 82824.84 231.84 357.25

Construction of sub-grade and earthen shoulders using quarry 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

Granular sub base 100mm thk with black trap crushed stone well 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

45 uniform layers with motor grader on prepared surface, mixing by mix in place Cum 1092.89 148.68 1092.89 162490.65 148.68 1092.89

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

Supplying and fixing reinforced concrete heavy duty non-pressure 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.

CONSTRUCTION OF CROSS DRAINAGE STRUCTURES ON VARIOUS ROADS IN MORBI DISTRICT

CONSOLIDATION STATEMENT

CONSTRUCTION OF BOX TYPE SUBMERSIBLE BRIDGE 30X6.0X3.0 MTR ON KHANPAR KOYLI ROAD, DIST MORBI. CONSTRUCTION OF MAJOR BRIDGE 6X12.0 MTR SPAN ON LAKHDHIRNAGAR TO ADEPAR ROAD, TA MORBI, DIST. MORBI TOTAL

Section 1: Bridge Works Section 2: Approach & Road Works Section 1: Bridge Works Section 2: Approach & Road Works Section 3: Diversion works

Sr. No. Unit Quantity Rate Amount in Rs. Quantity Rate Amount in Rs. Quantity Rate Amount in Rs. Quantity Rate Amount in Rs. Quantity Rate Amount in Rs. Quantity Rate Amount in Rs.

Diversion sing board :-Providing & Fixing sign boards made out of 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

47 numerals should be as per IRC-30-1968,3.1m long (2nos) stand post and Nos. 6798.92 4.00 6798.92 27195.68 4.00 6798.92

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 45 x 45x 60cms for each leg, including excavation

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

Engineer Grade(VR)

Providing & laying tack coat with VG 30 grade bitumen with spray set fitted

48 on mechanical bouzer at the rate of 4 Kg./10 Sqm. On WBM surface incl. sqm 26.34 1523.97 26.34 40141.37 1523.97 26.34

cleaning the surface etc. complete.

Providing & laying 20mm thick premix seal surfacing using specified graded

machine crushed aggregates with VG-30 grade bitumen at the rate of 5.1 Yo

i.e. 51.0 Kg/ M.T. by weight mix including heating & mixing in drum mix plant

49 transporting the mix spreading the same by paver finisher and consolidation MT 3650.23 70.10 3650.23 255890.69 70.10 3650.23

by vibratory roller as per MORT&H specification including cost of all materials

fuel, labours, tools and plant etc. comp. and flushind sand @ rate of 0.30 cmt

/ 100 smt.(typeB)

Informatory Signs :-Providing and fixing Work in Progress sign 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)

51 Taking credit of reinforcement after demolition of existing bridge MT -42009.94 32.66 -42009.94 -1371898.33 32.66 -42009.94 -1371898.33

CONSTRUCTION OF CROSS DRAINAGE STRUCTURES ON VARIOUS ROADS IN MORBI DISTRICT

QUANTITY STATEMENT

Quantities Total Amount

Quantities Total Amount

estimated Item of Work Unit according to

out or less estimated quantities

1 657.6 Demolition of Brick work and stone masonry including stacking of 536.1 Cum

serviceable materilas and disposal of unserviceable materials with

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

2 6879.9 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 1041.6 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)

4 363.7 Providing and laying plain cement concrete grade M-20 PCC Toe 4142.2 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.

5 211.7 Providing and fixing in position (Thermo mechanically Treated 77393.7 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

Quantities Total Amount

Quantities Total Amount

estimated Item of Work Unit according to

out or less estimated quantities

6 2385.8 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.

7 271.0 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.

8 264.5 Providing and laying - Filter Media 600mm thick directed at the 1239.4 Sqm

back of abutments, returns and wing walls as per detailed

specifications.

9 1262.3 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 1858.1 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

11 662.9 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.

12 206.0 Guard Stone 31.7 Each

13 126.4 Providing and laying Filter material underneath pitching in slopes 309.8 Sqm

300mm thick complete as per drawing and Technical

14 37.9 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.

Quantities Total Amount

Quantities Total Amount

estimated Item of Work Unit according to

out or less estimated quantities

15 110.3 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

16 2.0 Providing MS Flood guage on top of the bridge including supply, 1877.5 Nos.

fixing and painting complete as directed by engineer in charge

17 2193.2 Earthwork for embankment including breaking clods, dressing 183.9 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

18 919.8 Construction of granular Sub base with Coarse Graded Material 1090.3 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.

19 296.3 Cement Concrete Pavement (Construction of un-reinforced, 5895.4 Cum

dowel 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

Quantities Total Amount

Quantities Total Amount

estimated Item of Work Unit according to

out or less estimated quantities

20 6.0 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.

21 635.2 Demolition including stacking of serviceable materilas and 930.4 Cum

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

22 1043.2 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 .

23 1342.2 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.

24 123.1 Providing and placing in position FE 550D bar reinforcement for 73858.7 MT

following items including cutting bending hooking and tying

complete as per detailed drawing.For well :- curb, staining, cap

and RCC Raft, piers, abutments, rcc returns, abutment cap & dirt

wall and pier cap

25 72.9 Providing and placing in position FE 550D TMT bar reinforcement 73243.0 MT

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

detailed drawing in solid slab, rcc kerb, rcc footpath, rcc approach

slab, wearing coat etc

26 714.0 Providing and fixing mild steel dowel bars of minimum 32mm dia. 450.1 Rmt

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.

27 48.0 Providing and fixing in position Mild steel dowel bars in pier caps 341.3 Each

or abutment caps for anchorage in fixed end as per detailed

drawings including cutting, bending and welding complete.

Quantities Total Amount

Quantities Total Amount

estimated Item of Work Unit according to

out or less estimated quantities

28 48.0 Providing and fixing in position Mild steel dowel bars in pier caps 399.7 Each

or abutments caps for anchorage in free end as per detailed

drawing including cutting, bending and welding complete.

29 185.5 Providing fusion bonded Epoxy coating not less than 175 micron 8156.2 MT

thickness and up to 300 micron to reinforcement bars as per IS-

13620-1993/ASTM-775 M including testing of coating at plant

30 423.9 Providing and Casting in situ controlled Cement Concrete in M-30 4855.8 Cum

grade for R.C.C. open foundation including necessary shuttering

laying, vibrating, ramming and curing complete.

31 545.8 Providing and casting in situ controlled cement concrete M-30 for 5462.9 Cum

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

32 110.9 Providing and casting in situ ordinary cement concrete M-30 for 5542.9 Cum

R.C.C. works in pier cap abutment cap and dirt wall as per

detailed drawings, centering, shuttering, scaffoldiring, wherever

necessary, laying vibrating curing and finishing complete.

33 638.1 Providing and casting in situ ordinary Cement concrete M-30 for 5590.2 Cum

R.C.C. solid slab and crash barrier including centering, scaffolding

curing and finishing complete.

34 59.5 Providing Pre-moulded asphalt filler joints as per drawings (A) 703.5 Rmt

35 32.0 Providing G.I. 100mm diameter water spouts including necessary 536.0 Each

iron gratings as per drawings.

36 64.5 Providing and casting in situ controlled cement concrete M-40 for 5694.7 Cum

average 100 mm thick wearing coat laid as directed dincluding

tamping, vibrating, finishing, curing and fillingin joints with

bitumen complete.

37 1175.0 Providing and laying geogrid below approach slab and in 166.7 sqm

approach road portion as specified in GR No. PRC/102020/1393/C

and as mentioned in the drawings.

38 12.0 Providing flood gauge marks on substructure as per design 167.0 Rmt

including painting complete.

Quantities Total Amount

Quantities Total Amount

estimated Item of Work Unit according to

out or less estimated quantities

39 80.0 Providing masonry steps with Cement Pointing on approaches as 230.5 steps

40 1407.7 Painting two coats of weather proof exterior emulsion paint on 120.3 Sqm

wall surface to give an required shape even shade after

thoroughly brushing the surface to remove all dirt, and remains of

loose powdered materials.etc complete

41 8.0 Carrying out Plate load test at founding level as directed by 30805.0 Nos.

engineer in charge

42 0.1 Clearing and grubbing road land including uprooting rank 28455.1 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

43 0.0 Dismantling of flexible pavements and disposal of dismantled 0.0 0.0

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

unserviceable materials separately

43(i) 26.9 Dismantaling of Bituminous Layer 256.8 Cum

43(ii) 231.8 Dismantaling of Granular Layer 357.3 Cum

44 248.2 Construction of sub-grade and earthen shoulders using quarry 291.9 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

45 148.7 Granular sub base 100mm thk with black trap crushed stone well 1092.9 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

46 157.5 with rotavator

Supplying at OMC

and fixing and compacting

reinforced concretewith vibratory

heavy roller to

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.

Quantities Total Amount

Quantities Total Amount

estimated Item of Work Unit according to

out or less estimated quantities

47 4.0 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 Grade(VR)

48 1524.0 Providing & laying tack coat with VG 30 grade bitumen with spray 26.3 sqm

set fitted on mechanical bouzer at the rate of 4 Kg./10 Sqm. On

WBM surface incl. cleaning the surface etc. complete.

49 70.1 Providing & laying 20mm thick premix seal surfacing using 3650.2 MT

specified graded machine crushed aggregates with VG-30 grade

bitumen at the rate of 5.1 Yo i.e. 51.0 Kg/ M.T. by weight mix

including heating & mixing in drum mix plant transporting the mix

spreading the same by paver finisher and consolidation by

vibratory roller as per MORT&H specification including cost of all

materials fuel, labours, tools and plant etc. comp. and flushind

sand @ rate of 0.30 cmt / 100 smt.(typeB)

50 4.0 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)

Quantities Total Amount

Quantities Total Amount

estimated Item of Work Unit according to

out or less estimated quantities

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)

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 Credit amount of Rs.25,35,160/- Shall be recovered from three consecutive bill.

Signature of Contractor Deputy Executive Engineer Executive Engineer

( R & B ) (P) Sub Division ( R & B ) (P) Division

CONSTRUCTION OF CROSS DRAINAGE STRUCTURES ON VARIOUS ROADS IN MORBI DISTRICT

INDEX TO SPECIFICATION

It No Description of item as per schedule "B" of the tender. Standard specification Booklet Remarks

1 Demolition of Brick work and stone masonry including stacking of serviceable Bridge Specification Booklet

materilas and disposal of unserviceable materials with all lead and lift.(ii) In It. No. 1, Pg. No.2

2 Excavation for foundation in sand, gravel, clay soft soils and murrum etc. Bridge Specification Booklet

including shoring, strutting dewatering as necessary and disposing of the It. No. 7, Pg. No.

excavated stuff as directed.

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

3 Providing and laying plain cement concrete in levelling course complete as per Bridge Specification Booklet

drawings and technical specifications as per sections 1500, 1700 and 2100 of It. No. 12, Pg. No.

4 Providing and laying plain cement concrete grade M-20 PCC Toe wall for toe Bridge Specification Booklet

protection i.e. to prevent the slope pitching from sliding down, with graded It. No. 12, Pg. No.

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.

5 Providing and fixing in position (Thermo mechanically Treated bars) TMT Bridge Specification Booklet

Fe550D CRS conforming to IS 1786 reinforcing bars of various diameters for It. No. 21, Pg. No.

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 Providing and casting in situ controlled cement concrete M-25 for R.C.C. box Bridge Specification Booklet

structure, as per drawings, Stem of Retaining wall etc. using 6 mm to 20 mm It. No. 13, Pg. No.

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.

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 Providing & laying weep hole in Aburtments, and returns by using A.C. pipe of MORTH specification (5th

100mm including laying in proper grade and jointing the completed as per revision)

detailed specification. Section 2706, Pg. No.

8 Providing and laying - Filter Media 600mm thick directed at the back of Bridge Specification Booklet

abutments, returns and wing walls as per detailed specifications. It. No. 4, Pg. No.

It No Description of item as per schedule "B" of the tender. Standard specification Booklet Remarks

9 Back filling behind Abutment, wing wall and return wall with selected granular MORTH specification (5th

material of approved quality incluiding all the materials, compacting, labour, revision)

equipment charges, etc all complete as per drawing and Technical Specification Section 3104, Pg. No.

Section 300 (Percentage of fine content maximum 15%, Backfill soil phi 30°,

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

10 Providing and laying rubble for appron (each stone weighting not less than MORTH specification (5th

40Kg.) including and packing and filing in the interestices with quarry-spalls revision)

Section 2503, Pg. No.

11 Providing and laying plain cement concrete grade M-20 curtain wall with Bridge Specification Booklet

minimuim depth below floor level of 2m on upstream and 2.5m on It. No. 12, Pg. No.

downstream side as per clause 20.1.2.3 of IRC:SP:13:2004 and section

of MORTH specification.

12 Guard Stone Item is self explanatory

13 Providing and laying Filter material underneath pitching in slopes 300mm thick MORTH specification (5th

complete as per drawing and Technical specification. revision)

Section 2504, Pg. No.

14 Providing and laying Pitching on slopes laid over prepared filter media MORTH specification (5th

including boulder apron laid dry in front of toe of embankment complete as revision)

per drawing and Technical specifications. Section 2504, Pg. No.

15 Providing and casting in situ controlled cement concrete M-30 for average 75 MORTH specification (5th

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

curing and fillingin joints with bitumen complete Section 2504, Pg. No.

16 Providing MS Flood guage on top of the bridge including supply, fixing and MORTH specification (5th

painting complete as directed by engineer in charge revision)

Section 1900, Pg. No.

17 Earthwork for embankment including breaking clods, dressing with all lead and MORTH specification (5th

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

O.M.C. to required dry density including filling the depression which occur Section 305, Pg. No.

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

18 Construction of granular Sub base with Coarse Graded Material (Grade II) MORTH specification (5th

(Table:- 400- 2) of 200 mm by providing coarse graded material Metal Crushed revision)

using size 53mm to 26.5 mm@ 27.5%, 26.5 mm to 9.5 mm @ 22.5%, 9.5mm Section 401, Pg. No.

to 4.75mm @12.50% and 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.

19 Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, MORTH specification (5th

plain cement concrete pavement over a prepared sub base with 43 grade revision)

cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, Section 602, Pg. No.

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 drawing )

It No Description of item as per schedule "B" of the tender. Standard specification Booklet Remarks

20 Providing and fixing sign boards made out of 2.0 mm aluminium sheet / 4 mm MORTH specification (5th

ACP (Aluminum composite Panel); size 90x30 cms. rectangular as per design of revision)

IRC-67-2012. Pre treated with phospheting process & acid etching; coated with Section 801, Pg. No.

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

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.

21 Demolition including stacking of serviceable materilas and disposal of Bridge Specification Booklet

unserviceable materials with all lead and lift. (i) R.C.C. work It. No. 1, Pg. No.

22 Excavation for foundation in hard murrum and boulders and very stiff or sticky, Bridge Specification Booklet

clays and other similar strata including shoring and strutting and dewatering as It. No. 8, Pg. No.

necessary and disposing of the excavated stuff as directed .

23 Excavation in large boulders and soft rock by welding including shoring, Bridge Specification Booklet

strutting and dewatering as necessary and disposing of the excavated stuff as It. No. 9, Pg. No.

24 Providing and placing in position FE 550D bar reinforcement for following Bridge Specification Booklet

items including cutting bending hooking and tying complete as per detailed It. No. 21, Pg. No.

drawing.For well :- curb, staining, cap and RCC Raft, piers, abutments, rcc

returns, abutment cap & dirt wall and pier cap

25 Providing and placing in position FE 550D TMT bar reinforcement including Bridge Specification Booklet

cutting, bending, hooking, and tying complete as per detailed drawing in solid It. No. 21, Pg. No.

slab, rcc kerb, rcc footpath, rcc approach slab, wearing coat etc

26 Providing and fixing mild steel dowel bars of minimum 32mm dia. for Bridge Specification Booklet

anchoring by drilling holes in foundation strata including necessary bending, It. No. 20, Pg. No.

hooking of dowel bars and grouting the holes complete as per detailed

drawing and as directed.

27 Providing and fixing in position Mild steel dowel bars in pier caps or abutment Bridge Specification Booklet

caps for anchorage in fixed end as per detailed drawings including cutting, It. No. 27, Pg. No.

bending and welding complete.

28 Providing and fixing in position Mild steel dowel bars in pier caps or abutments Bridge Specification Booklet

caps for anchorage in free end as per detailed drawing including cutting, It. No. 27, Pg. No.

bending and welding complete.

29 Providing fusion bonded Epoxy coating not less than 175 micron thickness and MORTH specification (5th

up to 300 micron to reinforcement bars as per IS-13620-1993/ASTM-775 M revision)

including testing of coating at plant and all taxes. Section 1009.3.2.1, Pg. No.

30 Providing and Casting in situ controlled Cement Concrete in M-30 grade for Bridge Specification Booklet

R.C.C. open foundation including necessary shuttering laying, vibrating, It. No. 13, Pg. No.

ramming and curing complete.

31 Providing and casting in situ controlled cement concrete M-30 for R.C.C. return Bridge Specification Booklet

as per drawings including centering shuttering, scaffolding where necessary, It. No. 13, Pg. No.

laying vibrating, curing and finishing complete. (1) Piers (2) Abutment (3) RCC

It No Description of item as per schedule "B" of the tender. Standard specification Booklet Remarks

32 Providing and casting in situ ordinary cement concrete M-30 for R.C.C. works in Bridge Specification Booklet

pier cap abutment cap and dirt wall as per detailed drawings, centering, It. No. 13, Pg. No.

shuttering, scaffoldiring, wherever necessary, laying vibrating curing and

finishing complete.

33 Providing and casting in situ ordinary Cement concrete M-30 for R.C.C. solid Bridge Specification Booklet

slab and crash barrier including centering, scaffolding curing and finishing It. No. 13, Pg. No.

34 Providing Pre-moulded asphalt filler joints as per drawings (A) 12mm Bridge Specification Booklet

35 Providing G.I. 100mm diameter water spouts including necessary iron gratings Bridge Specification Booklet

as per drawings. It. No. 35, Pg. No.

36 Providing and casting in situ controlled cement concrete M-40 for average 100 Bridge Specification Booklet

mm thick wearing coat laid as directed dincluding tamping, vibrating, finishing, It. No. 13, Pg. No.

curing and fillingin joints with bitumen complete.

37 Providing and laying geogrid below approach slab and in approach road MORTH specification (5th

portion as specified in GR No. PRC/102020/1393/C and as mentioned in the revision)

drawings. Section 3103, Pg. No.

38 Providing flood gauge marks on substructure as per design including painting Bridge Specification Booklet

complete. It. No. 2, Pg. No.4

39 Providing masonry steps with Cement Pointing on approaches as directed. Bridge Specification Booklet

40 Painting two coats of weather proof exterior emulsion paint on wall surface to As per sheet attached

give an required shape even shade after thoroughly brushing the surface to

remove all dirt, and remains of loose powdered materials.etc complete

41 Carrying out Plate load test at founding level as directed by engineer in charge AS per IS 1888:1982

42 Clearing and grubbing road land including uprooting rank vegetation grass MORTH specification (5th

bushes,shrubs,sapling and trees girth up to 300 mm removal of stumps of revision)

trees cut earlier and disposal of unserviceable materials (C) By mechanical Section 201, Pg. No.

means in area of light jungle

43 Dismantling of flexible pavements and disposal of dismantled materials up to a MORTH specification (5th

lead of 1000 metres, stacking serviceable and unserviceable materials revision)

separately Section 202, Pg. No.

43(i) Dismantaling of Bituminous Layer MORTH specification (5th

Section 201, Pg. No.

43(ii) Dismantaling of Granular Layer MORTH specification (5th

Section 202, Pg. No.

46 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with MORTH specification (5th

collars for culverts carrying heavy traffic as per IS 458-1991 specifications revision)

including setting the pipes in C.M. 1:2 watering and laying (to level or slopes) Section 2900, Pg. No.

of class NP3 of following internal daimeters.(v) 900mm dia.

It No Description of item as per schedule "B" of the tender. Standard specification Booklet Remarks

47 Diversion sing board :-Providing & Fixing sign boards made out of 2mm MORTH specification (5th

aluminium sheet, size 180 x 60 cms. rectangle as per the attached drawing pre revision)

treated with phospheting process & acid etching. coated with one coat of Section 801, Pg. No.

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

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

48 Providing & laying tack coat with VG 30 grade bitumen with spray set fitted on MORTH specification (5th

mechanical bouzer at the rate of 4 Kg./10 Sqm. On WBM surface incl. cleaning revision)

the surface etc. complete. Section 401, Pg. No.

49 Providing & laying 20mm thick premix seal surfacing using specified graded MORTH specification (5th

machine crushed aggregates with VG-30 grade bitumen at the rate of 5.1 Yo revision)

i.e. 51.0 Kg/ M.T. by weight mix including heating & mixing in drum mix plant Section 503, Pg. No.

transporting the mix spreading the same by paver finisher and consolidation

by vibratory roller as per MORT&H specification including cost of all materials

fuel, labours, tools and plant etc. comp. and flushind sand @ rate of 0.30 cmt /

100 smt.(typeB)

50 Informatory Signs :-Providing and fixing Work in Progress sign boards made out MORTH specification (5th

of 2mm aluminium sheet; size 80 x 60cms. rectangle as per the design of IRC- revision)

67-1977 pre treated with phospheting process & acid teching; coated with one Section 801, Pg. No.

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)

Signature of Contractor

Deputy Executive Engineer Executive Engineer

( R & B ) (P) Sub Division ( R & B ) (P) Division

CONSTRUCTION OF CROSS DRAINAGE STRUCTURES ON VARIOUS ROADS IN MORBI DISTRICT

SCHEDULE FOR TESTING OF MATERIALS

For ensuring quality control and workmanship, various tests prescribed below for materials shall be taken at periodical intervals as stipulated below.

The materials shall be a got tested at Government Laboratory (R & B) or field Laboratory of GERI (R & B) for which 1% of the estimated amount put to Tender shall be recovered

from the contractor from the R.A. bills and final bills at the testing charges shall be paid to the GERI by the Government. However if the crarges increase over 1% no excess

recovery shall be made form the contractor as per resolution of B & C Department dated 10th, May 1985 vide TNC/1085 (4) s.

Item No. as per Brief Description Qty. of Prescription of test which shall be Frequency @ which test shall be carried out Total Nos of test to be

Schedule 'B' Materials to be Tested Materials carried out taken

Rubble *Gradation test 1 to 100 - cum. 1 test

*Impact Value 100 to 500 - cum. 3 test

*Flakiness Index of 500 to 1500 - cum. 5 test

1500 to 5000 - cum. 7 test

Kapchi *Gradation test 1 to 100 - cum. 1 test

*Impact Value 100 to 500 - cum. 3 test

*Flakiness Index of 500 to 1500 - cum. 5 test

1500 to 5000 - cum. 7 test

Grit 0.0 Cum *Stripping Value One test per work as per norms

stone dust 544.4 Cum *P.I.Value One test per work as per norms

Supplying of Quarry spall 0.0 Cum *Silt Content One test per work as per norms

Sand 3136.4 Cum *Gradation One test per work as per norms

Asphalt 4.190 *Penetration Test Tanker test in Geri Lab. Only

M.T. as per I.S. 1203 Up to 10

Above 50 one per Tanker

Ductility Test As per I.S.

Specification Gravity test As per I.S.

Softening point test As per I.S.

Viscocity test As per I.S.

Quality of binder test 3 test per 2 tankers on plant site.

Cement 2436.340 *Consistency 1 test @ 50.0 M.T. 100 T 2 tests,

M.T. *Setting time 200 T 3 tests, 300 T 4 tests, 500 T 5 tests,

*Compressive Strength. 800 T 6 tests, 1300 T 7 tests & 8 testd for large consingment.

Item No. as per Brief Description Qty. of Prescription of test which shall be Frequency @ which test shall be carried out Total Nos of test to be

Schedule 'B' Materials to be Tested Materials carried out taken

Steel *Tensile, (TMT) As per Manual of Quality Control

TMT 1 test/40 tonnes / per category

HT Strands Yield 1 test/40 tonnes / per category

C.C.Cube Test *Compressive Strength. 1 to 5 cmt - 1 No

M25 2385.76 51 to above - 4 +1 additional sample for each 50 cu.mt. Or part

M30 2030.98 there of.

The contractor shall have to pay 1% of the estimate cost put to tender towards all testing of materials & the same shall be duducted from their bills for the work. The testing of various materials

shall be charges

Testing carried out in GERI

of GERI shalland

born byreceived shall

Govt. No be binding

be made noti.e. the charges

extra contractor and

over 1%Government.

shall be recoverable from the contractor.

Signature of Contractor Deputy Executive Engineer Executive Engineer

( R & B ) (P) Sub Division ( R & B ) (P) Division

CONSTRUCTION OF CROSS DRAINAGE STRUCTURES ON VARIOUS ROADS IN MORBI DISTRICT

Error Statement

(A) Amount put to Tender Rs. ₹

Grand Total ₹ 7,82,46,011.55 (A)

Grand Total ₹ 7,82,46,011.55 (A)

(B) Amount not put to Tender

Consultancy services ₹

Total Rs. ₹ 17,537,894 (B)

T.S. Amount Rs. ₹

Arithmetic Correction & Rounding Rs. ₹

Deputy Executive Engineer Executive Engineer

( R & B ) (P) Sub Division ( R & B ) (P) Division

CONSTRUCTION OF CROSS DRAINAGE STRUCTURES ON VARIOUS ROADS IN MORBI DISTRICT

Sr no. Material Qty. Rate Per Place of delivery

1 The person or firm submitting the tender should be that the rates to the above schedule are filled by the Engineer – in –

charge in the items of the form prior to the submitting tender.

2 Store to be supplied to the contractor for the work free of cost or should sanctioned at in should be additional schedule B

and specifications to the contractor agreement form.

3 Rate of cement inclusive of the cost of packing bags , empty bags will be the property of the contractor

Deputy Executive Engineer Executive Engineer

( R & B ) (P) Sub Division ( R & B ) (P) Division

CONSTRUCTION OF CROSS DRAINAGE STRUCTURES ON VARIOUS ROADS IN MORBI DISTRICT

CEMENT CONSUMPTION STATEMENT

Sr. It. Consumption

Description of Items Qty. Unit Total in Kg

No. No rate in Kg

1 3 Providing and laying plain cement concrete in levelling course complete as per drawings and technical specifications as per sections 1500, 1041.6 290.0 Cum

1700 and 2100 of MORTH. (M-15)

2 4 Providing and laying plain cement concrete grade M-20 PCC Toe wall for toe protection i.e. to prevent the slope pitching from sliding 363.7 360.0 Cum

down, 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.

3 6 Providing and casting in situ controlled cement concrete M-25 for R.C.C. box structure, as per drawings, Stem of Retaining wall etc. using 6 2385.8 380.0 Cum

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.

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.

4 11 Providing and laying plain cement concrete grade M-20 curtain wall with minimuim depth below floor level of 2m on upstream and 2.5m 662.9 360.0 Cum

on downstream side as per clause 20.1.2.3 of IRC:SP:13:2004 and section 2507.1 of MORTH specification.

5 15 Providing and casting in situ controlled cement concrete M-30 for average 75 mm thick wearing coat laid as directed dincluding tamping, 110.3 410.0 Cum

vibrating, finishing, curing and fillingin joints with bitumen complete

6 19 Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 296.3 400.0 Cum

43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding

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 drawing )

7 30 Providing and Casting in situ controlled Cement Concrete in M-30 grade for R.C.C. open foundation including necessary shuttering laying, 423.9 410.0 Cum

vibrating, ramming and curing complete.

8 31 Providing and casting in situ controlled cement concrete M-30 for R.C.C. return as per drawings including centering shuttering, scaffolding 545.8 410.0 Cum

where necessary, laying vibrating, curing and finishing complete. (1) Piers (2) Abutment (3) RCC return

9 32 Providing and casting in situ ordinary cement concrete M-30 for R.C.C. works in pier cap abutment cap and dirt wall as per detailed 16.6 410.0 Cum

drawings, centering, shuttering, scaffoldiring, wherever necessary, laying vibrating curing and finishing complete.

CEMENT CONSUMPTION STATEMENT

Sr. It. Consumption

Description of Items Qty. Unit Total in Kg

No. No rate in Kg

10 33 Providing and casting in situ ordinary Cement concrete M-30 for R.C.C. solid slab and crash barrier including centering, scaffolding curing 638.1 410.0 Cum

and finishing complete.

11 36 Providing and casting in situ controlled cement concrete M-40 for average 100 mm thick wearing coat laid as directed dincluding tamping, 64.5 440.0 Cum

vibrating, finishing, curing and fillingin joints with bitumen complete.

Dy. Executive Engineer Executive Engineer

R & B (P) Sub Division R & B (P) Division

CONSTRUCTION OF CROSS DRAINAGE STRUCTURES ON VARIOUS ROADS IN MORBI DISTRICT

REINFORCEMENT CONSUMPTION STATEMENT

Sr.No Description of Items Qty. Unit Total

1 5 Providing and fixing in position (Thermo mechanically Treated bars) TMT Fe550D CRS conforming to IS 1786 reinforcing bars of various diameters for Box 211.7 MT

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

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.

2 24 Providing and placing in position FE 550D bar reinforcement for following items including cutting bending hooking and tying complete as per detailed 123.1 MT

drawing.For well :- curb, staining, cap and RCC Raft, piers, abutments, rcc returns, abutment cap & dirt wall and pier cap

3 25 Providing and placing in position FE 550D TMT bar reinforcement including cutting, bending, hooking, and tying complete as per detailed drawing in solid slab, 72.9 MT

rcc kerb, rcc footpath, rcc approach slab, wearing coat etc

HT STRANDS CONSUMPTION STATEMENT

Sr.No Description of Items Qty. Unit Total

Deputy Executive Engineer Executive Engineer

R & B (P) Sub Division R & B (P) Division

CONSTRUCTION OF CROSS DRAINAGE STRUCTURES ON VARIOUS ROADS IN MORBI DISTRICT

ASPHALT CONSUMPTION STATEMENT (VG-30)

Sr. It. Qty. Rate of Actual requirment

Description of Item

No. No in MT consumption in Kg in Kg

1 48 Providing & laying tack coat with VG 30 grade bitumen with spray set fitted on mechanical bouzer at the rate of 4 Kg./10 Sqm. On WBM surface incl. 0.6

cleaning the surface etc. complete.

2 49 Providing & laying 20mm thick premix seal surfacing using specified graded machine crushed aggregates with VG-30 grade bitumen at the rate of 5.1 70.1 51kg/MT

Yo i.e. 51.0 Kg/ M.T. by weight mix including heating & mixing in drum mix plant transporting the mix spreading the same by paver finisher and

consolidation by vibratory roller as per MORT&H specification including cost of all materials fuel, labours, tools and plant etc. comp. and flushind

sand @ rate of 0.30 cmt / 100 smt.(typeB)

Total (VG-30) in Kg

Dy.Executive Engineer Executive Engineer

R & B (P) Sub Division R & B (P) Division

CONSTRUCTION OF CROSS DRAINAGE STRUCTURES ON VARIOUS ROADS IN MORBI DISTRICT

Time Limit : 10 Months

Time - Portion Work Portion

1/4 portion of time 25 % portion of work

1/2 portion of time 50 % portion of work

3/4 portion of time 75 % portion of work

Full portion of time limit Full portion of work i.e.100 %

Deputy Executive Engineer Executive Engineer

R & B (P) Sub Division R & B (P) Division

CONSTRUCTION OF CROSS DRAINAGE STRUCTURES ON VARIOUS ROADS IN MORBI DISTRICT

Sr. No. Description Amount

1 Amount put to tender = ₹ 75,710,851 A

2 Cost of Cement ,Steel, Emulsion & Asphalt = ₹ 25,908,768 B

Cement ₹ 12,751,804 B1

Asphalt (VG-30) ₹ 239,987 B3

Asphalt (VG-40) ₹ - B4

3 Cost of DTP except Cement, Steel & Asphalt

4 Cost of other Material = ₹ 4,278,512 D

5 Cost of POL Fuel = ₹ 1,454,621 E

6 Cost of Labour

Deputy Executive Engineer Executive Engineer

R & B Division R & B Division

CONSTRUCTION OF CROSS DRAINAGE STRUCTURES ON VARIOUS ROADS IN MORBI DISTRICT

7 Percentage of Cement

8 Percentage of Steel

9 Percentage of Asphalt (VG-30)

11 Percentage of Other Material

12 Percentage of Labour

assume 40% of labour amt ₹

13 Percentage of POL fuel

14 Percentage of plant and

assume 60% of labour amt ₹

Deputy Executive Engineer Executive Engineer

R & B (P) Sub Division R & B (P) Division

CONSTRUCTION OF CROSS DRAINAGE STRUCTURES ON VARIOUS ROADS IN MORBI DISTRICT

COST OF BASIC MATERIALS

Sr. No. Materials Qty. Unit Rate Per Amount in Rs.

1 Cement 2436.3 M.T. 5234 M.T. ₹

2 TMT/HYSD Bars 217.4 M.T. 59420 M.T. ₹

3 Asphalt vg30 4.2 M.T. 57276 M.T. ₹

Deputy Executive Engineer Executive Engineer

R & B (P) Sub Division R & B (P) Division

CONSTRUCTION OF CROSS DRAINAGE STRUCTURES ON VARIOUS ROADS IN MORBI DISTRICT

COST OF OTHER MATERIALS

Sr. No. Materials Qty. Unit Unit Rate Amount in Rs.

4 Kapachi 6048.18 cum 472.50 ₹

7 Stone Dust 544.41 cum 157.11 ₹

Deputy Executive Engineer Executive Engineer

R & B (P) Sub Division R & B (P) Division

CONSTRUCTION OF CROSS DRAINAGE STRUCTURES ON VARIOUS ROADS IN MORBI DISTRICT

CALCULATION OF MATERIALS

Metal Quarry Hard Stone

Item 25- 75- Earth Sand Kapchi Gravel 26.5 to Grit Bricks

Brief Discription Qty. Unit 40-63mm Spall Murrum Dust

Cum Cum Cum Cum Cum Cum Cum Cmt Cum Cum Cum Cum Cum

Providing and laying plain cement concrete in levelling course complete as per drawings and

3 technical specifications as per sections 1500, 1700 and 2100 of MORTH. (M-15) 1041.6 Cum 561.8

Providing and laying plain cement concrete grade M-20 PCC Toe wall for toe protection i.e.

to prevent the slope pitching from sliding down, 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.

Providing and casting in situ controlled cement concrete M-25 for 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 specification.

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.

Back filling behind Abutment, wing wall and return wall with selected granular material of

approved quality incluiding all the materials, compacting, labour, equipment charges, etc all

9 complete as per drawing and Technical Specification Section 300 (Percentage of fine content 1262.3 Cum

maximum 15%, Backfill soil phi 30°, Density 20 kN/m3, Field compaction 95±2% modified

proctor density.

Providing and laying plain cement concrete grade M-20 curtain wall with minimuim depth

11 below floor level of 2m on upstream and 2.5m on downstream side as per clause 20.1.2.3 of 662.9 Cum 307.4

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

15 Providing and casting in situ controlled cement concrete M-30 for average 75 mm thick

wearing coat laid as directed dincluding tamping, vibrating, finishing, curing and fillingin 110.3 Cum 50.3

joints with bitumen complete

18 Construction of granular Sub base with Coarse Graded Material (Grade II) (Table:- 400- 2) of

200 mm by providing coarse graded material Metal Crushed using size 53mm to 26.5 mm@

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.

Metal Quarry Hard Stone

Item 25- 75- Earth Sand Kapchi Gravel 26.5 to Grit Bricks

Brief Discription Qty. Unit 40-63mm Spall Murrum Dust

Cum Cum Cum Cum Cum Cum Cum Cmt Cum Cum Cum Cum Cum

19 Cement Concrete Pavement (Construction of un-reinforced, dowel 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

30 Providing and Casting in situ controlled Cement Concrete in M-30 grade for R.C.C. open

foundation including necessary shuttering laying, vibrating, ramming and curing complete. 423.9 Cum 193.5

31 Providing and casting in situ controlled cement concrete M-30 for R.C.C. return as per

drawings including centering shuttering, scaffolding where necessary, laying vibrating, curing 545.8 Cum 249.1

and finishing complete. (1) Piers (2) Abutment (3) RCC return

32 Providing and casting in situ ordinary cement concrete M-30 for R.C.C. works in pier cap

abutment cap and dirt wall as per detailed drawings, centering, shuttering, scaffoldiring, 110.9 Cum 50.6

wherever necessary, laying vibrating curing and finishing complete.

33 Providing and casting in situ ordinary Cement concrete M-30 for R.C.C. solid slab and crash

barrier including centering, scaffolding curing and finishing complete.

36 Providing and casting in situ controlled cement concrete M-40 for average 100 mm thick

wearing coat laid as directed dincluding tamping, vibrating, finishing, curing and fillingin 64.5 Cum 29.2

joints with bitumen complete.

44 Construction of sub-grade and earthen shoulders using quarry 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

45 Granular sub base 100mm thk with black trap crushed stone well 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

Deputy Executive Engineer Executive Engineer

R & B (P) Sub Division R & B (P) Division

CONSTRUCTION OF CROSS DRAINAGE STRUCTURES ON VARIOUS ROADS IN MORBI DISTRICT

POL COST CALCULATION

Cosumption of disel considered : 1 Liter / 4 KM Cosumption of oil considered : 1 Liter / 150 KM

Cost of disel considered : 91 Cost of oil considered :

Item Consumption (Ltr) Rate

Material Total Quantity Unit Qty. per trip No of trips Lead Total Km Total cost

No Diesel Oil Disel Oil

20 Unit Oil Consumption per unit time

Deputy Executive Engineer Executive Engineer

R & B (P) Sub Division R & B (P) Division