MMGSY

No. Rates

1 Dismentaling the existing structure including 4206.88 Cu.m. 952.51

removing and stacking the dismentelled materials

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

2 Clearing and grubbing road land including 3.05 Hectre 28455.09

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.

3 Marking out the centre line of the bridge & 2.00 Each 35350.00

various other component structure & complete

lining out and levelling with the theodolites,

levels including constructing necessary masonry

reference pillars for lines and levels and

establishing necessary bench marks etc. complete

as directed including the cost of all materials &

labour charges etc.

4 Diversion of water course, providing cofferdam 2700.00 Cum 182.14

and bund or island as may be necessary for

foundation and maintaining the same for the period

as may be necessary. (A) Diversion by Channel (F)

Abutment Left (including returns/ wing walls)

Preparing Earthen Bund with earthwork for

embankment including breaking clods, dressing

with all lead and lift and including watering rolling

and consolidation of subgrade in layer sat O.M.C.

to required dry density including filling thede

pression which occurduring the processusing

power roller 8T to 10T. (E) From Borrow area

within 3.0KM. lead for construction period after

finishing of work site to be cleared by as directed

by Engineer in Charge .

Item Estimated

Description of Item Quantity Unit Amount

No. Rates

5 Providing flood gauge marks on substructure as 103.18 Rmt 159.78

per design including painting complete.

6 Providing and laying filter media 600mm thick as 2855.52 Sq.m 1268.10

directed at the back of abutments, returns and

retaining wall as per detailed specifications.

7 Providing Weep holes in RCC abutment,Return 4118.00 Each 62.91

wall and retaining wall with 100 mm dia PVC pipe

and non-corrodible grating and geotextile,

extending through the full width of the structure

with slope of 1V:20H etc. complete as per drawing

and technical specification.

8 Providing and filling sand behind abutments and 7441.90 Cu.m. 571.92

between returns in layers as directed

9 Excavation for foundation in sand, gravel, clay soft 9843.19 Cu.m. 523.13

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

10 Excavation for foundation in sand, gravel, clay soft 21.58 Cu.m. 613.92

soils and murrum etc. including shoring, strutting

dewatering as necessary and disposing of the

excavated stuff as directed.(B)Depth from 3.0 to

6.0 M. and lead upto 100m for 10 Cum

11 Providing and laying in positions machine mixed 1044.86 Cu.m. 3732.96

Plain Ordinary Cement Concrete M15 grade for

leveling course below foundation, approach slab,

etc. at other places as directed by Engineer-in-

charge with graded broken stone aggregate from

6mm to 20 mm including tamping, vibrating,

leveling and curing complete with all formwork,

dewatering wherever required including all

materials, labours, plants, machineries & tools,al

lleads and lifts, etc.complete as per specification.

Item Estimated

Description of Item Quantity Unit Amount

No. Rates

12 Providing and cast in situ controlled cement 1134.49 Cu.m. 5239.88

concrete of M-35 grade as per relevent code for

reinforced cement concrete with 20mm down

graded crushed stone aggregates of required size in

foundation of pier abutment For Pile Cap etc. &

Sub-structure including form work shuttering and

supporting arrangement (excluding cost of

reinforcement ) and transporting concrete from

batching plant by transit mixture, placing it in

position, Compacting with needle Vibrator

including Curing with all labour, material,

machinery, all lead, lift etc complete as per

drawing and Technical specification.

13 Providing and placing the reinforcement in 124.79 MT 78362.28

designed position, fixing, lowering in position

TMT bars Fe550 D grade conforming to IS

for foundation of pier & abutment For Pile Cap

etc at all levels. The rates includes for supply,

loading, unloading, transporting to site, cutting,

bending, hooking, placing, tying in position with

contractor's own black annealed binding wire,

welding, 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.

1) The waste cut pieces and laps shall not be

included in the paying quantity.

2) Black annealed binding wire shall not be

included in the paying quantity.

3) The work shall be done as per execution

14 Empty boring through all sorts of strata for 1160.40 R.mt. 4121.23

providing 1.20 m dia RCC bored piles to required

depth including flushing necessary casting pipe

with all plants and equipments as required as per

detailed specifications for Abutment and Piers

(Excluding Concrete & Reinforcement)

Item Estimated

Description of Item Quantity Unit Amount

No. Rates

15 Carrying out load test on any pile as per standard 4.00 Each 327745.00

procedure laid down in the IS:2911 specification

including construction of test cap, dismantling the

cap after test and cleaning the site and maintaining

complete records of load settlement as directed by

Engineer and as per specification, and submission

of records.

a. Load testing of foundation piles including

loading with necessary kentledge of any other

suitable method a per details (Initial load Test)

1200mm dia Pile

16 Carrying out load test on any pile as per standard 4.00 Each 256237.00

procedure laid down in the IS:2911 specification

including construction of test cap, dismantling the

cap after test and cleaning the site and maintaining

complete records of load settlement as directed by

Engineer and as per specification, and submission

of records.

b. Load testing of foundation piles including

loading with necessary kentledge of any other

suitable method a per details (Routine load Test)

1200mm dia Pile

17 Performing Integrity Test (low strain) on vertical 96.00 Each 893.85

pile. The item shall include chipping of weak

concrete at the top of pile, leveling, bending of

reinforcing bars, preparation of pile head including

testing with pile driving analyser or approved

equivalent. To be carried out at least 15 days after

concreting of piles. A specialist approved Agency

shall be employed by the Contractor for the test.

The test shall be carried out as per relevant ASTM

code.The item is including complete testing with

approved apparatus, analysis of results and

conclusions including submission of test reports in

three hard copies with soft copy in CD.

1200mm dia Pile

Item Estimated

Description of Item Quantity Unit Amount

No. Rates

18 Providing and casting in situ controlled cement 1481.62 Cu.m. 5040.91

concrete M-35 for RCC bored pile from 1.2 m. dia.

using Tremie Pipe including necessary flushing,

dewatering, formwork, mixing in mechanised

batch mix plant, transporting, compacting,and

finishing including all leads & lifts complete as per

detailed specifications. (Excluding Reinforcement)

19 Chipping and dressing of the RCC piles upto cut- 108.52 Cu.m. 952.51

off level (Min. 1 D) including cleaning of

reinforcement and removal of dismantled

materials, etc. for providing pile caps as directed

by Engineer and as per specification. for 1200 mm

dia. pile.

20 Providing and installing 6 mm MS liner for bored- 102.74 MT 47323.73

cast-in-situ concrete piles including applying

protective coating as per drawing and specification

and as directed by Engineer.

21 Providing and placing the reinforcement in 268.37 MT 78362.28

designed position, fixing, lowering in position

TMT bars Fe550 D grade conforming to IS

for Pile etc at all levels. The rates includes for

supply, loading, unloading, transporting to site,

cutting, bending, hooking, placing, tying in

position with contractor's own black annealed

binding wire, welding, 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.

1) The waste cut pieces and laps shall not be

included in the paying quantity.

2) Black annealed binding wire shall not be

included in the paying quantity.

3) The work shall be done as per execution

Item Estimated

Description of Item Quantity Unit Amount

No. Rates

22 Providing and casting in-situ Reinforced Cement 470.07 Cu.m. 5551.90

Concrete M35 grade controlled cement concrete in

pier, abutment, return wall etc. using 6mm to

20mm machine crushed well graded stone

aggregate, sand of approved quality, OPC53 grade

cement with contractor's own concrete mix design

as approved by PWD, etc. complete. The rate is

inclusive of all materials, including necessary

mixing in fully automatic batch mix plant,

transporting concrete by pontoon or tug boats etc,

curing,dewatering, vibrating, placing in position,

scaffolding, staging, 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 F3 type exposed concrete finish and

form mark. Any honeycombing / Undulation found

shall be rectified to match F3 class finish.

to match F3 class finish. Note:- Rates in items shall

include cost of providing grooves, chamfers,

moulding, cut-out etc. in formwork. The work will

include placing in position of necessary fixtures,

sleeves for various purposes, etc. complete as per

drawings, specifications and as directed by the

Engineer in charge. The rate shall also include

preparation of construction joints as per

specifications and provide approved wire

mesh/weld mesh at such location as approved by

the Engineer-in-charge or as shown in drawings.

For Height 0 .00 to 5.00m

Item Estimated

Description of Item Quantity Unit Amount

No. Rates

23 Providing and casting in-situ Reinforced Cement 92.73 Cu.m. 5753.56

Concrete M35 grade controlled cement concrete in

pier, abutment, return wall etc. using 6mm to

20mm machine crushed well graded stone

aggregate, sand of approved quality, OPC53 grade

cement with contractor's own concrete mix design

as approved by PWD, etc. complete. The rate is

inclusive of all materials, including necessary

mixing in fully automatic batch mix plant,

transporting concrete by pontoon or tug boats etc,

curing,dewatering, vibrating, placing in position,

scaffolding, staging, 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 F3 type exposed concrete finish and

form mark. Any honeycombing / Undulation found

shall be rectified to match F3 class finish.

to match F3 class finish. Note:- Rates in items shall

include cost of providing grooves, chamfers,

moulding, cut-out etc. in formwork. The work will

include placing in position of necessary fixtures,

sleeves for various purposes, etc. complete as per

drawings, specifications and as directed by the

Engineer in charge. The rate shall also include

preparation of construction joints as per

specifications and provide approved wire

mesh/weld mesh at such location as approved by

the Engineer-in-charge or as shown in drawings.

Height 5.00 to 10.00m

Item Estimated

Description of Item Quantity Unit Amount

No. Rates

24 Providing and casting in-situ Reinforced Cement 404.86 Cu.m. 5530.24

Concrete M35 grade controlled cement concrete in

piercap, abutment cap & dirt wall etc.including

controlled cement concrete M-40 bed blocks or

pedstals of required size below bearings as per

detailed drawings, centering,

shuttering,scaffolding, wherever necessary, laying

vibating, curing and finishing complete.using 6mm

to 20mm machine crushed well graded stone

aggregate, sand of approved quality, OPC53 grade

cement with contractor's own concrete mix design

as approved by client, etc. complete. The rate is

inclusive of all materials, including necessary

mixing in fully automatic batch mix plant,

transport, curing, vibrating, placing in position,

scaffolding, staging, 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 F3 type exposed concrete finish and

form mark.

Any honeycombing / Undulation found shall be

rectify to match F3 class finish.

Note:- Rates in items shall include cost of

providing grooves, chamfers, moulding, cut-out

etc. in formwork. The work will include placing in

position of necessary fixtures, sleeves for various

purposes, etc. complete as per drawings,

specifications and as directed by the Engineer in

charge. The rate shall also include preparation of

construction joints as per specifications and

provide approved wire mesh/weld mesh at such

location as approved by the Engineer-in-charge or

as shown in drawings

Item Estimated

Description of Item Quantity Unit Amount

No. Rates

25 Providing and placing the reinforcement in 140.65 MT 78362.28

designed position, fixing, erecting or lowering in

position TMT bars Fe550 D grade conforming to

IS1786 for pier, abutment, returns, retaining wall

etc all categories & depth, at all levels. The rates

includes for supply, loading, unloading,

transporting to site, cutting, bending, hooking,

placing, tying in position with contractor's own

black annealed binding wire, welding, etc.

Welding and supporting inposition to ensure line

sand 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.

1) The waste cut pieces and laps shall not be

included in the paying quantity.

2) Black annealed binding wire shall not be

included in the paying quantity.

3) The work shall be done as per execution

Item Estimated

Description of Item Quantity Unit Amount

No. Rates

26 Providing and casting in situ controlled cement 903.37 Cu.m. 6158.98

concrete M-35 for R.C.C. work in superstructure

including centering, shuttering scaffolding,

ramming, vibrating curing and finishing

complete.(A) T beam and Deck slab type of

superstructure (I) Deck slab (II) Main and cross

Girderusing 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 as approved by client

,etc.complete as per specification.

The rate is inclusive of all materials, including

necessary mixingin fully automatic batch mix

plant, transport, curing, vibrating, placing in

position, scaffolding, staging, shuttering,

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 F3 type exposed

concrete finish and form mark. Any honeycombing

/ Undulation found shall be rectify to match F3

class finish.

27 Providing and fixing in position fully moulded 699840.00 Cu.cm 0.90

restrained elastometric Bearings as per detailed

28 Providing and casting in -situ controlled cement 316.83 Cu.m. 5310.58

concrete of M 40 grade for RCC crash Barrier with

20 mm down coarse aggregate of the required size

including formwork, shuttering, placing in

position, consolidation with mechanical vibrators

curing finishing, deshuttering carefully, marking

good the damages, fixing embedment, inserts,

pockets, wherever necessary as directed and as per

drawing with F3 type exposed concrete finish and

formwork as directed by Engineer - in -charge, etc.

complete as per specification.

Item Estimated

Description of Item Quantity Unit Amount

No. Rates

29 Providing and placing the reinforcement in 121.76 MT 77746.61

designed position, fixing, erecting or lowering in

position TMT bars Fe550 D grade conforming to

IS1786 for superstructure all categories & depth, at

all levels. The rates includes for supply, loading,

unloading, transporting to site, cutting, bending,

hooking, placing, tying in position with

contractor's own black annealed bindingwire,

welding etc. Welding and supporting inposition to

ensure line sand 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.

1) The waste cut pieces and laps shall not be

included in the paying quantity.

2) Black annealed binding wire shall not be

included in the paying quantity.

3) The work shall be done as per execution

30 Providing and placing in position FE 550D TMT 180.06 MT 79232.09

bar reinforcement including cutting, bending,

hooking, and tying complete as per detailed

drawing.(B) T-Beam and Deck slab type of

superstructure (I) Deck slab (II) Main and cross

Girderall categories & depth, at all levels. The

rates includes for supply, loading, unloading,

transporting to site, cutting, bending, hooking,

placing, tying in position with contractor's own

black annealed bindingwire, welding etc. Welding

and supporting inposition to ensure line sand 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.

Item Estimated

Description of Item Quantity Unit Amount

No. Rates

1) The waste cut pieces and laps shall not be

included in the paying quantity.

2) Black annealed binding wire shall not be

included in the paying quantity.

3) The work shall be done as per execution

31 Strip Seal Expansion Joint (Providing and laying 33.60 Rmt 1733.16

of a strip seal expansion joint catering to maximum

horizontal movement upto 70 mm, complete as per

approved drawings and standard specifications to

be installed by the manufacturer/supplier or their

authorised representative ensuring compliance to

the manufacturer's instructions for installation.)

32 Providing and casting in-situ Reinforced controlled 72.69 Cu.m. 5435.88

Cement Concrete M 30 grade with 20mm down

coarse aggregate at any level including shuttering,

mixing with batching plant, placing in position,

consolidating with mechanical vibrators, curing,

deshuttering carefully, making good the damages,

fixing embedment, inserts, pockets, wherever

necessary as directed for Approach Slab including

all leads and lifts etc. complete as per specification

and drawing.

33 Providing and casting in-situ Reinforced controlled 240.51 Cu.m. 5742.80

Cement Concrete M 40 grade for 100 mm thick

with 20mm down coarse aggregate at any level

including shuttering, mixing with batching plant,

placing in position, consolidating with mechanical

vibrators, curing, deshuttering carefully, making

good the damages, fixing embedment, inserts,

pockets, wherever necessary as directed for

wearing course including all leads and lifts etc.

complete as per specification and drawing.

Item Estimated

Description of Item Quantity Unit Amount

No. Rates

34 Providing and placing the reinforcement in 18.34 MT 77746.61

designed position, fixing, erecting or lowering in

position TMT bars Fe550 D for approach slab, &

wearing course grade conforming to IS1786 for

superstructure all categories & depth, at all levels.

The rates includes for supply, loading, unloading,

transporting to site, cutting, bending, hooking,

placing, tying in position with contractor's own

black annealed bindingwire, welding etc. Welding

and supporting inposition to ensure line sand 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.

1) The waste cut pieces and laps shall not be

included in the paying quantity.

2) Black annealed binding wire shall not be

included in the paying quantity.

3) The work shall be done as per execution

35 Providing, fabricating and fixing in position GI 124.00 Each 536.03

Drainage Spout arrangements having 100 mm dia.

Pipe B class with necessary bend, fixing to GI

chamber, GI grating, providing and applying one

coat of primer & two coat of anticorrosive paint,

etc. complete as per drawing and as per

specifications.

36 Providing and fixing marble slab including 4.00 Each 875.93

engraving letters / numbers, painting complete. (ii)

Size 60cm x 60cm x 4cm

37 Providing fusion bonded Epoxy coating not less 761.40 MT 8729.43

than 175 micron thickness and up to 300 micron to

reinforcement bars as per IS-13620-1993/ASTM-

775 M including testing of coating at plant and all

Item Estimated

Description of Item Quantity Unit Amount

No. Rates

38 Providing and laying Extruted Biaxial 2937.88 sqmt 154.94

Polypropylene Geogrid 30 KN and thickness of

layer 0.75m up to 3 m height and height between

to 6m Extruted Biaxial Polypropylene Geogrid

KN and thickness of layer 0.6m as directed by

Engineer In charge and as per detailed

specification

39 Providing and cast in situ controlled cement 1599.05 Cu.m. 4967.54

concrete of M-30 grade as per relevent code for

reinforced cement concrete with 20mm down

graded crushed stone aggregates of required size in

foundation of pier & abutment etc. & Sub-

structure including form work shuttering and

supporting arrangement (excluding cost of

reinforcement ) and transporting concrete from

batching plant by transit mixture, placing it in

position, Compacting with needle Vibrator

including Curing with all labour, material,

machinery, all lead, lift etc complete as per

drawing and Technical specification.

40 Providing and placing the reinforcement in 111.11 MT 73858.69

designed position, fixing, lowering in position

TMT bars Fe500 D grade conforming to IS

for foundation of pier, abutment & retaining wall

etc at all levels. The rates includes for supply,

loading, unloading, transporting to site, cutting,

bending, hooking, placing, tying in position with

contractor's own black annealed binding wire,

welding, 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.

1) The waste cut pieces and laps shall not be

included in the paying quantity.

2) Black annealed binding wire shall not be

included in the paying quantity.

3) The work shall be done as per execution

Item Estimated

Description of Item Quantity Unit Amount

No. Rates

41 Providing and casting in-situ Reinforced Cement 1435.12 Cu.m. 5510.85

Concrete M30 grade controlled cement concrete in

pier, abutment, return wall etc. using 6mm to

20mm machine crushed well graded stone

aggregate, sand of approved quality, OPC53 grade

cement with contractor's own concrete mix design

as approved by PWD, etc. complete. The rate is

inclusive of all materials, including necessary

mixing in fully automatic batch mix plant,

transporting concrete by pontoon or tug boats etc,

curing,dewatering, vibrating, placing in position,

scaffolding, staging, 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 F3 type exposed concrete finish and

form mark. Any honeycombing / Undulation found

shall be rectified

to match F3 class finish. Note:- Rates in items shall

include cost of providing grooves, chamfers,

moulding, cut-out etc. in formwork. The work will

include placing in position of necessary fixtures,

sleeves for various purposes, etc. complete as per

drawings, specifications and as directed by the

Engineer in charge. The rate shall also include

preparation of construction joints as per

specifications and provide approved wire

mesh/weld mesh at such location as approved by

the Engineer-in-charge or as shown in drawings.

For Height 0 .00 to 5.00m

Item Estimated

Description of Item Quantity Unit Amount

No. Rates

42 Providing and casting in-situ Reinforced Cement 644.57 Cu.m. 5715.70

Concrete M30 grade controlled cement concrete in

pier, abutment, return wall etc. using 6mm to

20mm machine crushed well graded stone

aggregate, sand of approved quality, OPC53 grade

cement with contractor's own concrete mix design

as approved by PWD, etc. complete. The rate is

inclusive of all materials, including necessary

mixing in fully automatic batch mix plant,

transporting concrete by pontoon or tug boats etc,

curing,dewatering, vibrating, placing in position,

scaffolding, staging, 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 F3 type exposed concrete finish and

form mark. Any honeycombing / Undulation found

shall be rectified to match F3 class finish.

to match F3 class finish. Note:- Rates in items shall

include cost of providing grooves, chamfers,

moulding, cut-out etc. in formwork. The work will

include placing in position of necessary fixtures,

sleeves for various purposes, etc. complete as per

drawings, specifications and as directed by the

Engineer in charge. The rate shall also include

preparation of construction joints as per

specifications and provide approved wire

mesh/weld mesh at such location as approved by

the Engineer-in-charge or as shown in drawings.

Height 5.00 to 10.00m

Item Estimated

Description of Item Quantity Unit Amount

No. Rates

43 Providing and placing the reinforcement in 198.38 MT 73858.69

designed position, fixing, erecting or lowering in

position TMT bars Fe500 D grade conforming to

IS1786 for pier, abutment, returns, retaining wall

etc all categories & depth, at all levels. The rates

includes for supply, loading, unloading,

transporting to site, cutting, bending, hooking,

placing, tying in position with contractor's own

black annealed binding wire, welding, etc.

Welding and supporting inposition to ensure line

sand 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.

1) The waste cut pieces and laps shall not be

included in the paying quantity.

2) Black annealed binding wire shall not be

included in the paying quantity.

3) The work shall be done as per execution

44 Providing Vertical joints between retaining walls, 369.90 Rmt 703.53

abutments, etc. with G.I. sheet 300 mm wide &

mm thick with required holes and holding

arrangement & with necessary asphalt pad sealing

the joint with filler material.

45 Providing and laying filter media 450mm thick as 568.97 Cu.m 735.93

directed at the back of abutments, returns and

retaining wall as per detailed specifications.

46 Earthwork for embankment including breaking 10359.36 Cu.m. 182.14

clods, dressing 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 3.0KM. lead

Item Estimated

Description of Item Quantity Unit Amount

No. Rates

47 Providing and laying in positions machine mixed 118.75 Cu.m. 3362.25

Plain Ordinary Cement Concrete M10 grade for

leveling course below foundation, approach slab,

etc. at other places as directed by Engineer-in-

charge with graded broken stone aggregate from

6mm to 20 mm including tamping, vibrating,

leveling and curing complete with all formwork,

dewatering wherever required including all

materials, labours, plants, machineries & tools,al

lleads and lifts, etc.complete as per specification.

48 Providing and casting in situ controlled cement 2233.30 Cu.m. 5156.14

concrete M-20 for R.C.C. 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.(3) RCC

return (upto 10 ton)

49 Construction of granular sub-base 150 mm thick 1205.00 Cum 975.41

by providing machine crushed B.T. material

satisfying MORT&H specification (Fifth revision)

of grading V including spreading in uniform layer

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 etc. complete.

50 Construction of concrete road using tremix system 1319.00 Cum 6395.32

with 20cm thick CC M 300 Concrete mixing

conplast P-211 water reduction admixture @

ml/bag of cement and harder 62.50ml/bag using

fixing and removing 'C' Channels of required road

depth leveling if placed concrte with surface

vibrator, finishing the surface with power floter

and towel tight brooming as directed with

providing expansion joints 20 x 200mm and

construction joint 20 x 20 mm using concrete

cutter machine etc. complete.

Item Estimated

Description of Item Quantity Unit Amount

No. Rates

51 Providing and laying 22.5 cms thick dry stone 906.00 Sqmt 924.51

pitching including preparing the surface with

cms thick murrum beding and including watering

and providing 30 cms x 30cms pannel in cement

concrete 1:3:6 at 3.0 meter center to center

vertically & Horizontally and filling the voids of

rubble with quarry spalls and murrum including

ramming and watering with flush pointing on dry

stone pitching and uncoursed stone masonary with

C.M. 1:3 (1 Cement:3 Sand) etc.

complete.(Including Supplying and Spreading

52 Road marking with hot applied thermoplastic 419.00 Sqm 367.72

paints with reflectorislng glass beads on bitumin

surface. Providing and laying a hot applied

thermoplastic compound 2.5 mm thick includ lng

reflectorlsing glass beads@ 2SOgms per sqm area,

thickness of 2 .5mm is excluding of surface

applied, glass beds as per lRC: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 luminance coefficient on

cement road shall be min 130 mcd/m2/lux and

Asphalt road shall be min 100 mcd/m2/lux during

the service life during the day time.The marking

should meet the performance criteria for night time

reflectivity, wet reflectivity and skid resistance as

mentioned In the section-15 of IRC 35·2015

Warranty for reflectivity shall be for two years.

Item Estimated

Description of Item Quantity Unit Amount

No. Rates

53 Cat Eye/ Road Stud/ RPM:- Supplying Raised 193.00 Nos. 326.23

Pavement Markers made of polycarbonate and

ABS moulded body and reflective panels with

Micro compressed molding with micro prismatic

lens (No Glass bead lens) capable of providing

total internal reflection of the light entering the

lens face and shall support a load of

kgs.tested in accordance to ASTM D,4280 Type H

and complying to Specifications of Category A of

MORTH Circular No RW/NH/33023/10-97 - DO

III Dt 11.06. 1997. The height,width and length

shall not exceed 20 mm, 130 mm and 130 mm and

with minimum reflective area of 13 Sqcm on each

side and the slope to the base shall be 35 +/-

degree.The body of the marker should having

finger grip for easy and accurate placement and

application with epoxy / bituminous Adhesive as

recommended by the manufacturer of the marker.

The color of the marker should be as per the IRC

35-2015 and as directed by Engineer-ln-carge.

54 Direction (Junction) Sign :-Providing and fixing sign 6.00 Nos. 21287.50

boards made out of 2mm aluminum sheet / 4mm ACP

(Aluminum composite Panel); size 244x122 cms.

rectangular as per design of IRC-67-2012. Pre treated

with phospheting process & acid etching; coated with

one coat of epoxy primer and two coats of best quality

epoxy paint ; reflectorised with High Intensity Prismatic

Grade retro reflective sheeting of Type-4 as per ASTM D-

4956 and latest M.O.S.T. Specifications; 4.0mtr (2 Nos.)

long stand post of Iron Angle 75 x 75 x 6mm / 65NB

Circular MS Pipe as required and frame fabricated from

suitable size iron angle of 50x50x5mm; painted with best

quality epoxy coatings in black and white bends. The

details of symbol for each board shall be as per the

instruction of engineer in charge. The fixing at site shall

be in 1:2:4 CC block of size 45 x 45 x 60 Cms. for each

leg including excavation, curing etc. complete under the

supervision of engineer in charge. A warranty for 7 years

for the Retro reflective sheeting from original

manufacturer & a certified copy of 3 year outdoor

exposure test report from third party test lab for the

product offered shall be submitted by contractor. (B)

Class-B Type-4 Retro Reflective sheeting

Item Estimated

Description of Item Quantity Unit Amount

No. Rates

55 Hazard Marker Sign :-Providing and fixing sign boards 4.00 Nos. 3518.68

made out of 2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel); size 90x30 cms.

rectangular as per design of IRC-67-2012. Pre treated

with phospheting process & acid etching; coated with

one coat of epoxy primer and two coats of best quality

epoxy paint ; reflectorised with High Intensity Prismatic

Grade retro refiectivesheeting of Type-4 as per ASTM D-

4956 and latest M.O.S.T.Specifications; 1.8mtr long

stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular

MS Pipe as required and frame fabricated from suitable

size iron angle of 35 x 35 x 3mm; painted with

bestquality epoxy coatings in black and white bends. The

details of symbol for each board shall be as per the

instruction of engineer in charge. The fixing at site shall

be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each

leg including excavation, curing etc.complete under the

supervision of engineer in charge. A warranty for 7 years

for the Retro reflective sheeting from original

manufacturer & a certified copy of 3 year outdoor

exposure test report from third party test lab for the

product offered shall be submitted by contractor. (B)

Class-B Type-4 Retro Reflective sheeting

56 Village name Sign :-Providing and fixing sign boards 6.00 Nos. 6397.43

made out of 2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel); size 90x60 cms.

rectangular as per design of IRC-67-2012. Pre treated

with phospheting process & acid etching; coated with

one coat of epoxy primer and two coats of best quality

epoxy paint ; reflectorised with High Intensity Prismatic

Grade retro refiectivesheeting of Type-4 as per ASTM D-

4956 and latest M.O.S.T.Specifications; 3.3mtr long

stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular

MS Pipe as required and frame fabricated from suitable

size iron angle of 35 x 35 x 3mm; painted with

bestquality epoxy coatings in black and white bends. the

details of symbol or inscription / numerals for each board

shall be as per the instruction of engineer in charge. The

fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x

60 Cms. for each leg including excavation, curing

etc.complete under the supervision of engineer in charge.

A warranty for 7 years for the Retro reflective sheeting

from original manufacturer & a certified copy of 3 year

outdoor exposure test report from third party test lab for

the product offered shall be submitted by contractor. (B)

Class-B Type-4 Retro Reflective sheeting

Item Estimated

Description of Item Quantity Unit Amount

No. Rates

57 Facility Informatory Sign :-Providing and fixing sign 8.00 No. 3990.64

boards made out of 2mm aluminum sheet / 4mm ACP

(Aluminum composite Panel); size 80 x 60 cms.

rectangular as per design of IRC-67-2012. Pre treated

with phospheting process & acid etching; coated with

one coat of epoxy primer and two coats of best quality

epoxy paint ; reflectorised with High Intensity Prismatic

Grade retro reflective sheeting of Type-4 as per ASTM D-

4956 and latest M.O.S.T. Specifications; 3.6mtr long

stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular

MS Pipe as required and frame fabricated from suitable

size iron angle of 35 x 35 x 3mm; painted with best

quality epoxy coatings in black and white bends. The

details of symbol for each board shall be as per the

instruction of engineer in charge. The fixing at site shall

be in 1:2:4 CC block of size 45 x 45 x 60 Cms. for each

leg including excavation, curing etc. complete under the

supervision of engineer in charge. A warranty for 7 years

for the Retro reflective sheeting from original

manufacturer & a certified copy of 3 year outdoor

exposure test report from third party test lab for the

product offered shall be submitted by contractor. (B)

Class-B Type-4 Retro Reflective sheeting.

58 Chevron Sign :-Providing and fixing sign boards made 12.00 No. 3711.75

out of 2mm aluminium sheet / 4mm ACP (Aluminum

composite Panel); size 60 x 50 cms.rectangular as per

design of IRC-67-2012. Pre treated with phospheting

process & acid etching; coated with one coat of epoxy

primer and two coats of best quality epoxy paint ;

reflectorised with high intensity Prismatic Grade retro

refiective sheeting of Type-4 as per ASTM D-4956 and

latest M.O.S.T. Specifications; 3.3mtr long stand post of

Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as

required and frame fabricated from suitable size iron

angle of 35 x 35 x 3mm; painted with best quality epoxy

coatings in black and white bends. The details of symbol

or inscription/ numerals for each board shall be as per the

instruction of engineer in charge. The fixing at site shall

be in 1:2:4 CC block of 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. (B)

Class-B Type-4 Retro Reflective sheeting.

Item Estimated

Description of Item Quantity Unit Amount

No. Rates

59 Regulatory / Mandatory Sign :-Providing and fixing sign 8.00 No. 3540.12

boards made out of 2mm aluminum sheet / 4mm ACP

(Aluminum composite Panel); size 60 cms. Dia Circle as

per design of IRC-67-2012. Pre treated with phospheting

process & acid etching; coated with one coat of epoxy

primer and two coats of best quality epoxy paint ;

reflectorised with High Intensity Prismatic Grade retro

reflective sheeting of Type-4 as per ASTM D-4956 and

latest M.O.S.T. Specifications; 3.6mtr long stand post of

Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as

required and frame fabricated from suitable size iron

angle of 35 x 35 x 3mm; painted with best quality epoxy

coatings in black and white bends. The details of symbol

for each board shall be as per the instruction of engineer

in charge. The fixing at site shall be in 1:2:4 CC block of

size 45 x 45 x 60 Cms. for each leg including excavation,

curing etc. complete under the supervision of engineer in

charge. A warranty for 7 years for the Retro reflective

sheeting from original manufacturer & a certified copy of

3 year outdoor exposure test report from third party test

lab for the product offered shall be submitted by

contractor. (B) Class-B Type-4 Retro Reflective sheeting.

60 Type=B THRIE : Metal Beam Crash Barrier 441.94 Rmt 4661.66

Providing and directing a "Thrie" beam metal crash

barrier comprising of 3 mm thick corrugated sheet metal

beam rall, 85 cm above road/ground level, fixed on

ISMC series channel vertical post, 150x75x5mm spaced

2 m centre to centre, 2 m high with 1.15 m below ground

level. The vertical post fixing at site shall be in M25

grade cement concrete of size35x35x120 cms. for each

post including excavation curing etc.completed. All steel

parts and fitments to be galvanisd by not dip process all

fitings to confirm to IS f367 and IS 1364 metal beam rail

to be fixed on the vrtical post with a spacer of channel

section 150x75x5 mm, 550 mm long completed as per

Morth specification cause 810 including butt welding to

all nuts & bolts & including 3 mm ACM type reflector

100 mm wid & 4.5 m long, type 4 class B high intensity

Grad sheeting as per IRC 67:2012 etc. completed as per

instruction of Engineer in charge. Also radium redyellow

color strip of size 100x300 mm shall be fixed on vrtical

front side of post for bettr night visibility. Th spacer post,

thrie beam raill shall be cold roll formed & galvanized

with 550 gm/sq.mtr.

Item Estimated

Description of Item Quantity Unit Amount

No. Rates

61 Providing and casting in-situ Reinforced Cement 694.12 Cu.m. 5634.79

Concrete M35 grade controlled cement concrete in

Solid Slab 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 as approved by client

,etc.complete as per specification.

The rate is inclusive of all materials, including

necessary mixingin fully automatic batch mix

plant, transport, curing, vibrating, placing in

position, scaffolding, staging, 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 F3 type exposed concrete finish and

form mark. Any honeycombing / Undulation found

shall be rectify to match F3 class finish.

62 Providing and laying TAR paper below solid slab 120.96 Sq.m. 75.75

63 Providing and fixing metal expansion joints as per 75.60 R.mt 2013.95

drawings.Details of expansion joint 50 x 50 x 6mm

size two IS and 100 x 6mm MS plate with 6 x 20 x

25mm long hold fast @ 50 cm / cc on both sides of

expansion joints.

64 Providing and fixing in position Mild steel dowel 118.80 R.mt. 341.29

bars in pier caps or abutment caps for anchorage in

fixed end as per detailed drawings including

cutting, bending and welding complete.

65 Providing and fixing in position Mild steel dowel 104.40 R.mt. 399.70

bars in pier caps or abutments caps for anchorage

in free end as per detailed drawing including

cutting, bending and welding complete.

Item Estimated

Description of Item Quantity Unit Amount

No. Rates

66 Supplying and fixing reinforced concrete heavy 360.00 Rmt 5560.01

duty non-pressure pipes with collars for culverts

including setting and joining the pipes in C.M. 1:2

watering and laying (To level of slops of I.S. 458 /

1971 Class NP3 casted by vertically vibrated

technology of following internal diameter. (vii)

1200 mm dia.

67 Cautionary Warning Sign :-Providing and fixing sign 2.00 Nos. 3906.18

boards made out of 2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel); size 90 x 90 x 90 cms.

equilateral triangle as per design of IRC-67-2012. Pre

treated with phospheting process & acid etching; coated

with one coat of epoxy primer and two coats of best

quality epoxy paint ; reflectorised with High Intensity

Prismatic Grade retro reflective sheeting of Type-4 as per

ASTM D- 4956 and latest M.O.S.T. Specifications;

3.6mtr long stand post of Iron Angle 75 x 75 x 6mm /

65NB Circular MS Pipe as required and frame fabricated

from suitable size iron angle of 35 x 35 x 3mm; painted

with best quality epoxy coatings in black and white

bends. The details of symbol for each board shall be as

per the instruction of engineer in charge. The fixing at

site shall be in 1:2:4 CC block of size 45 x 45 x 60 Cms.

for each leg including excavation, curing etc. complete

under the supervision of engineer in charge. A warranty

for 7 years for the Retro reflective sheeting from original

manufacturer & a certified copy of 3 year outdoor

exposure test report from third party test lab for the

product offered shall be submitted by contractor. (B)

Class-B Type-4 Retro Reflective sheeting

68 Water Bound Macadam Grading-I (By Manual 206.00 Cum 1808.91

Means) Providing, laying, spreading and

compacting stone aggregates of 90 to 45mm sizes

to water bound macadam specification including

spreading in uniform thickness, hand packing,

rolling with smooth wheel roller 80-100 kN in

stages to proper grade and camber, applying and

brooming, stone screening/binding materials to fill

up the interstices of coarse aggregate, watering and

compacting to the required density.

Item Estimated

Description of Item Quantity Unit Amount

No. Rates

69 Providing and applying priming coat with 990.00 Sqm 62.63

emulsion SS1 grade at the rate of 7.50 kg/

Sq.mt. including cost of asphalt and preparing the

surface heating, and applying etc. complete.

70 Providing & Laying 20mm thick mix seal 46.00 MT 3149.18

surfacing using stone chipping and aggregate as

per MORT&H specification and asphalt grade VG-

30 for mixing at the rate of 4.5% of total mix

including heating the ahhrehate and asphalt by

drum mixing plant and including using asphalt

grade VG-30 for tack coat at the rate of

2.5kg/10sq.mt. spreding with vibratory roller

including providing all materials equipments tools

and plants oil, keroscene, firewood , labour

charges etc. complete

71 Men at work (Heavy) sign :-Providing and fixing sign 2.00 No 9148.15

boards made out of 2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel); size 120cm x 90cm as per

design of IRC-67-2012. Pre treated with phospheting

process & acid etching; coated with one coat of epoxy

primer and two coats of best quality epoxy paint ;

reflectorised with High Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as per ASTM D-4956 and

latest M.O.S.T.Specifications; 3.6 mtr long stand post (2

Nos.) of Iron Angle 75 x 75 x 6mm / 65NB Circular MS

Pipe as required and frame fabricated from suitable size

iron angle of 50x50x5mm; painted with bestquality

epoxy coatings in black and white bends. the details of

symbol or inscription / numerals for each board shall be

as per the instruction of engineer in charge. The fixing at

site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms.

for each leg including excavation, curing etc.complete

under the supervision of engineer in charge. A warranty

for 7 years for the Retro reflective sheeting from original

manufacturer & a certified copy of 3 year outdoor

exposure test report from third party test lab for the

product offered shall be submitted by contractor. (B)

Class-B Type-4 Retro Reflective sheeting

Item Estimated

Description of Item Quantity Unit Amount

No. Rates

72 Diversion Ahead Sign :-Providing and fixing sign boards 2.00 No 9867.07

made out of 2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel); size 180x60 cms.

rectangular as per design of IRC-67-2012. Pre treated

with phospheting process & acid etching; coated with

one coat of epoxy primer and two coats of best quality

epoxy paint ; reflectorised with High Intensity Prismatic

Grade retro refiectivesheeting of Type-4 as per ASTM D-

4956 and latest M.O.S.T.Specifications; 3.1 mtr long

stand post (2 Nos.) of Iron Angle 50 x 50 x 5mm / 50NB

Circular MS Pipe as required and frame fabricated from

suitable size iron angle of 35 x 35 x 3mm; painted with

bestquality epoxy coatings in black and white bends. The

details of symbol for each board shall be as per the

instruction of engineer in charge. The fixing at site shall

be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each

leg including excavation, curing etc.complete under the

supervision of engineer in charge. A warranty for 7 years

for the Retro reflective sheeting from original

manufacturer & a certified copy of 3 year outdoor

exposure test report from third party test lab for the

product offered shall be submitted by contractor. (B)

Class-B Type-4 Retro Reflective sheeting

73 Providing and casting in situ Ordinary cement 345.00 Cum 3816.60

concrete M-150 for R.C.C. Raft and cut-off walls

including necessary shuttering laying, vibrating,

ramming and curing complete.

74 Supplying and fixing reinforced concrete heavy 157.50 Rmt 3271.56

duty non-pressure pipes with collars for culverts

including setting and joining the pipes in C.M. 1:2

watering and laying (To level of slops of I.S. 458 /

1971 Class NP3 casted by vertically vibrated

technology of following internal diameter. (v)

75 Providing and Casting in situ controlled Cement 50.87 Cum 4884.76

Concrete M-300 for R.C.C. Raft and cutt-off walls

including necessary shuttering laying, vibrating,

ramming and curing complete.

76 Providing and filling in foundation with ordinary 21.46 Cum 3715.63

cement concrete M-150 mix and providing

necessary vertical pin headers including formwork,

vibrating, ramming and curing complete.

Item Estimated

Description of Item Quantity Unit Amount

No. Rates

77 Providing and casting in situ controlled cement 40.36 Cum 5616.33

concrete M-300 for R.C.C. Top slab including

centering, scaffolding, curing and finishing

78 Construction of R.C.C. railing of M 30 grade in 30.77 Rmt 4556.98

cast-in-situ with 20 mm nominal size aggregate,

true to line and grade, tolerance of vertical railing

post not to exceed 1 in 500, centre-to-centre

spacing between vertical posts not to exceed

mm as per drawing and technical specifications

Clauses 800, 900 and

Item Estimated

Description of Item Quantity Unit Amount

No. Rates

79 Providing and placing in position FE 500D TMT 5.53 MT 73243.02

bar reinforcement including cutting, bending,

hooking, and tying complete as per detailed

drawing.(A) Top Slab.

I/We am/are willing to carry out the work at ………………………………………………..% above/below

(percent should be written in figures and words) of the estimated rates mentioned above. Amount of my/our

tender works out as under.

*Estimated amount *Estimated amount

Put to tender Rs.216308058.95 Put to tender Rs.

Deduct ……. % below Rs……………………..…. Add ……. % Avove Rs…………..….

Net Rs. …………………….… Total Rs. ………….…

In words ………………….……………… In words ………………….…………………

*( please strike out whichever is not applicable)

The Contractor shall exhibition board with detailed specification and details of work as directed by the

Engineer – In – Charge for which no extra payment shall bemade.

2 The labourcess 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.

4 items where the reisa 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.

All Credit amount of 1265474.18 (Rupees ) shall be recovered from the running bill in which dismantle

5 item recorde for payment.

Deputy Executive Engineer Executive Engineer

Panchayat ( R&B ) Sub Division Panchayat (R&B) Division

Vallabhipur Bhavnagar