Construction of Major Bridge near Dhavadi Village of Gabhna to Amdala Road Ta-Garudeshwar Dist-Narmada

Sr Quantity Unit Estimated Total Amount in

Sr Quantity Unit Estimated Total Amount in

No. Item of work Rate in Rs. Rs

1 Clearing and grubbing road land including uprooting rank 1.00 Hectare 34889.38

vegetation grass bushes,shrubs,sapling and trees girth up to 300 mm

removal of stumps of trees cut earlier and disposal of unserviceable

materials(A) By mechanical means in area of light jungle

2 Diversion of water course, providing cofferdam and bund or island 14.00 Nos. 30300.00

as may be necessary for foundation and maintaining the same for

the period as may be necessary.

3 Marking out the center line of the Bridge and various other 1.00 L.S 50500.00

component structures and complete lining out and leveling with

theodolite, levels,including constructing necessary masonory pillars

for lines and levels and establishing nesessary bench marks etc.

complete as directed.

4 Cutting of Trees, including Cutting of Trunks, Branches and Removal 10.00 Nos. 1052.42

(Removal of stumps, roots, stacking of serviceable material with all

lifts and up to a lead of 1000 metres and earth filling in the

depression/pit.)

5 Excavation for foundation in hard murrum and boulders and very 1805.34 Cu.m. 624.87

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

strutting and dewatering as necessary and disposing of the

excavated stuff as directed.

6 Excavation in large boulders and soft rock by wedging including 976.12 Cu.m. 733.62

shoring, strutting and dewatering as necessary and disposing of the

excavated stuff as directed.

7 Excavation in hard rock by dry-wet blasting and chiselling including 581.40 Cu.m. 1715.19

dewatering preparing foundation base by proper benching and

stepping and disposing of the excavated stuff as directed.(B)

prohibited Blasting. work.

8 Providing and filling PCC in foundation with ordinary cement 196.98 Cu.m. 3581.32

concrete M15 grade including formwork, vibrating, ramming,

compaction, leveling, curing, etc. complete.

9 Providing and casting in-situ Reinforced Cement Concrete M30 1274.30 Cu.m. 4344.55

grade controlled cement concrete in pier, abutment & retaining

walls foundations (piers, abutments and retaining wall shall be

cast in single lift or as per direction of Engineer in charge) 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) etc. complete.

10 Providing and filling trenches of Labour charges - Excavator in rocky 277.94 Cu.m. 3581.32

strata with ordinary cement concrete M-15

11 Providing and casting in-situ Reinforced Cement Concrete M30 451.86 Cu.m. 5256.42

grade controlled cement concrete in pier, abutment, returns &

retaining walls (piers, abutments, returns and retaining wall shall be

cast in single lift or as per direction of Engineer in charge) 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 Authority) 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.

Name of Work - CONSTRUCTION OF MAJOR BRIDGE NEAR DHAVADI VILLAGE ON GABHANA TO

AMDALA ROAD, DIST. NARMADA

Construction Division :-ROAD & BUILDING DIVISION, RAJPIPALA

Sr Quantity Unit Estimated Total Amount in

Sr Quantity Unit Estimated Total Amount in

No. Item of work Rate in Rs. Rs

11a Height from 5m to 10m 51.07 Cu.m. 5568.51

12 Providing and casting in-situ Reinforced Cement Concrete M30 308.10 Cu.m. 5335.83

grade controlled cement concrete in pier cap, abutment cap &

dirt wall using 6mm to 20mm machine crushed well graded stone

aggregate, sand of approved quality, OPC53 grade cement (with

contractor's own concrete mix design) 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.

13 Providing & laying weep hole in Aburtments, and returns by using 269.00 Each 88.76

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

the completed as per detailed specification.

14 Providing and fixing Pre-Moulded Asphalt joint Filler 20mm size of 118.00 Rmt. 611.13

expansion joints.

15 Providing and laying Tar Paper below solid slab of approved and as 259.56 Sqm. 42.93

directed by engineer in charge.

16 Providing flood gauge marks on substructure as per design 55.10 Rmt. 166.90

including painting complete.

17 Providing masonry steps with cement pointing on approaches on 68.00 Steps 235.99

both ends as directed.

18 Providing and laying filter media 600mm thick as directed at the 268.81 Sq.m. 1268.86

back of abutments, returns and wing walls as per detailed

specifications.

19 Providing and casting in-situ Reinforced Cement Concrete M30 1306.47 Cu.m. 5804.92

grade controlled cement concrete in Solid Slab using 6 mm to

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

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.

20 Providing and casting in situ controlled cement concrete M-40 for 131.04 Cu.m. 5488.34

average 100 mm thick wearing coat laid as directed dincluding

tamping, vibrating, finishing, curing and fillingin joints with bitumen

21 Providing and casting in-situ Reinforced Cement Concrete M 30 27.00 Cu.m. 5187.79

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

Name of Work - CONSTRUCTION OF MAJOR BRIDGE NEAR DHAVADI VILLAGE ON GABHANA TO

AMDALA ROAD, DIST. NARMADA

Construction Division :-ROAD & BUILDING DIVISION, RAJPIPALA

Sr Quantity Unit Estimated Total Amount in

Sr Quantity Unit Estimated Total Amount in

No. Item of work Rate in Rs. Rs

22 Providing and placing in position FE 550D TMT bar reinforcement for 134.26 Tonne 73858.69

following items including cutting bending hooking and tying

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

22a Providing and laying in position FE 550D TMT bar reinforcement 84.72 Tonne 73858.69

including cutting, bending, hooking and tying complete as per

detailed drawings for the following.(A) Piers (B) Abutments (C)

R.C.C. Returns (D) U -Type Retaining wall

22b Providing and laying in position FE 550D TMT bar reinforcement 46.21 Tonne 73858.69

including cutting, bending, hooking and tying complete as per

detailed for the following. (A) Abutment cap & Dirt wall. (B) Pier

Cap. (C) Seismic Arresters

22c Providing and placing in position FE 550D TMT bar reinforcement 160.25 Tonne 74728.50

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

detailed drawing. (A) Solid Slab. (B) Crash Barrier (C) Wearing Coat

22d Providing and fixing in position FE 550D TMT bar reinforement 3.38 Tonne 73243.02

including cutting, bending and tying complete as per detailed

drawings. (A) R.C.C. Approch slab.

23 Providing and casting in-situ Reinforced Cement Concrete M40 163.71 Cu.m. 5078.07

grade controlled cement concrete in crash barrier 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 Authority,) at any height

including centring, 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 with

F3 / U3 type exposed concrete finish and form mark as directed by

Engineer-in-charge, including all leads and lifts etc. complete as

per specification and drawing.

24 Providing G.I. 100mm diameter water spouts including necessary 63.00 Each 536.03

iron gratings as per drawings.

25 Providing Pylon consist of cast-in-situ concrete of M30 grade 1.00 Cu.m. 4769.25

exposed finish as per drawing and as directed by engineer

incharge. Rate includes providing required shuttering and form

work but excluding stone slab & carving. (Reinforcement shall be

paid in respective item.)

26 Providing and fixing marble slab including transporting ,engraving 2.00 Each 875.93

and painting all complete. (ii) Size 60cm x 60cm x 40mm

27 Painting Two Coats on New Concrete Surfaces (Painting two coats 538.23 Sqm. 92.92

after filling the surface with synthetic enamel paint in all shades on

new plastered concrete surfaces)

28 Providing and fixing Mild steel dowel bars of minimum 32mm dia. for 1051.20 Rmt. 450.07

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.

29 Providing and fixing in position Mild steel dowel bars in pier caps or 112.00 Nos. 341.29

abutment caps for anchorage in fixed end as per detailed

drawings including cutting, bending and welding complete.

30 Providing and fixing in position Mild steel dowel bars in pier caps or 112.00 Nos. 399.70

abutments caps for anchorage in free end as per detailed drawing

including cutting, bending and welding complete.

31 Providing, Designing , Supplying and Installation of Extruded Bi-Axial 765.28 Sqm 107.26

Polypropylene 30kN Geogrid including all Labours & Etc. Complete

as directed by Engineer-In-Charge

32 Providing and filling sand behind abutments and between returns in 902.30 Cum 478.82

layers as directed

33 Providing Fusion Bonded Epoxy Coating not less than 175 micron 128.65 MT 10162.62

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

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

taxes (A) 10mm to 16 mm dia bar.

Name of Work - CONSTRUCTION OF MAJOR BRIDGE NEAR DHAVADI VILLAGE ON GABHANA TO

AMDALA ROAD, DIST. NARMADA

Construction Division :-ROAD & BUILDING DIVISION, RAJPIPALA

Sr Quantity Unit Estimated Total Amount in

Sr Quantity Unit Estimated Total Amount in

No. Item of work Rate in Rs. Rs

34 Providing Fusion Bonded Epoxy Coating not less than 175 micron 300.17 MT 7296.24

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

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

taxes (A) 20mm to 32 mm dia bar

35 Carrying out load test of super structure as directed including all 100.00 MT 169.92

necessary materials plant equipement, instruments, labour and

arrangements for test directed.

36 Earthwork for embankment including breaking clods, dressing with 262.50 Cum. 173.31

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 100mm extra taken

for stage construction.

37 Construction of granular sub-base by providing close graded 52.50 Cum. 1135.24

Material, mixing in a mechanical mix plant at OMC, carriage of

mixed Material to work site, spreading in uniform layers with motor

grader on prepared surface and compacting with vibratory power

roller to achieve the desired density, complete as per clause

38 Providing and lying spreding and compacting graded ston 39.40 Cum. 866.58

aggregate to wet mix macadam as per MORT&H specification

including pre mixing the material with water at OMC in mechenical

mix plant, Carrige of mixed material by tippers to site, lying in

uniform layers with paver in subbase/base course on well prepared

surface and compacting with vibratory roller to achive the desire

density. (In 2 layers)

39 Cement Concrete Pavement Construction of un-reinforced, dowel 78.75 Cum. 6774.07

jointed at expansion and construction joint only, plain cement

concrete pavement, thickness as per design, over a prepared sub-

base, with 43 grade cement or any other type as per Clause

1501.2.2 M 30 (Grade), coarse and fine aggregates conforming to

IS:383, maximum size of coarse aggregate not exceeding 25 mm,

mixed in a concrete mixer of not less than 0.2 cum capacity and

appropriate weigh batcher using approved mix design, laid in

approved fixed side formwork (steel channel, laying and fixing of

125 micron thick polythene film, wedges, steel plates including

levelling the formwork as per drawing), spreading the concrete with

shovels, rakes, compacted using needle, screed and plate

vibrators and finished in continuous operation including provision of

contraction and expansion, construction joints, primer, sealant,

dowel bars, near approaches to bridge/culvert and construction

joints, admixtures as per drawing, curing of concrete slabs for 14-

days, curing compound (where specified) and water finishing to

lines and grade as per drawing and Technical Specification Clause

40 Cat Eye / Road Stud / RPM: Supplying Raised Pavement Markers 48.00 Nos. 217.40

made of polycarbonate and ABS moulded body and reflective

panels with Micro prismatic lens (No Glass bead lens) capable of

providing total internal reflection of the light entering the lens face

and shall support a load of 13635 kgs. tested in accordance to

ASTM D 4280 Type H and complying to Specifications of Category A

of MORTH Circular No RW/NH/33023/10-97 Ð DO III Dt 11.06.

The height, width and length shall not exceed 20 mm, 130 mm and

130 mm and with minimum reflective area of 13 Sqcm on each side

and the slope to the base shall be 35 +/- 5 degree. The body of the

marker should having finger grip for easy and accurate placement

and application with epoxy / bituminous Adhesive as

recommended by the manufacturer of the marker. The color of the

marker should be as per the IRC 35-2015 and as directed by

Engineer-in-charge.

Name of Work - CONSTRUCTION OF MAJOR BRIDGE NEAR DHAVADI VILLAGE ON GABHANA TO

AMDALA ROAD, DIST. NARMADA

Construction Division :-ROAD & BUILDING DIVISION, RAJPIPALA

Sr Quantity Unit Estimated Total Amount in

Sr Quantity Unit Estimated Total Amount in

No. Item of work Rate in Rs. Rs

41 Providing and laying of Hot applied Thermoplastic compound 2.5 23.33 Sqm 367.72

mm thick including Reflectorising Glass Beads @ 250 gms per sqm

area, thickness of 2.5 mm is exclusive of surface applied glass

beads as per IRC : 35 & finished surface to be level, uniform and

free from streaks and holes. (As per Government letter No.SOR

42 Cautionary Warning Sign :-Providing and fixing sign boards made 3.00 Nos. 5077.27

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 Micro Prismatic Grade retro

refiectivesheeting of Type-11 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.6mtr 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

43 Regulatory / Mandatory Sign :-Providing and fixing sign boards 4.00 Nos. 4618.73

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

composite Panel); size 900 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 Micro Prismatic Grade retro

refiectivesheeting of Type-11 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.6mtr 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

44 Direction (Junction) Sign :-Providing and fixing sign boards made 4.00 Nos. 26572.09

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

Panel); size 244x122 cms. rectangular as per design of IRC-67-

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; 4.0mtr long (2 Nos.) stand post of 75 x 75 x

6mm / 65NB Circular MS Pipe as required and frame fabricated

from suitable size iron angle of 50 x 50 x 5mm; painted with

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

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

Name of Work - CONSTRUCTION OF MAJOR BRIDGE NEAR DHAVADI VILLAGE ON GABHANA TO

AMDALA ROAD, DIST. NARMADA

Construction Division :-ROAD & BUILDING DIVISION, RAJPIPALA

Sr Quantity Unit Estimated Total Amount in

Sr Quantity Unit Estimated Total Amount in

No. Item of work Rate in Rs. Rs

45 Hazard Marker Sign :-Providing and fixing sign boards madeout of 4.00 Nos. 3666.30

2.0 mm aluminium sheet / 4 mm ACP (Aluminum composite Panel);

size 90x30 cms. rectangular as per design of IRC-67-2012. Pre

treated with phospheting process & acid etching; coated with one

coat of epoxy primer and two coats of best quality epoxy paint

;reflectorised with 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.

Six Crores Nineteen Lakh Eighty Thousand Eight Hundred Eighteen Rupees and Five Paise Only.

Name of Work - CONSTRUCTION OF MAJOR BRIDGE NEAR DHAVADI VILLAGE ON GABHANA TO

AMDALA ROAD, DIST. NARMADA

Construction Division :-ROAD & BUILDING DIVISION, RAJPIPALA

Sr Quantity Unit Estimated Total Amount in

Sr Quantity Unit Estimated Total Amount in

No. Item of work Rate in Rs. Rs

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 Rs. Put to Rs.

Dedu Rs. tender

Net Rs. .% Above

In words…. In words….

*( please strike out whichever is not applicable)

Signature of Contractor:-

Deputy Executive Engineer Executive Engineer

R&B Panchayat R&B Panchayat

Rajpipla Rajpipala (Narmada)

1 contractor shall exhibit a board with detailed specifications and details of

work as directed by the

Engineer-in-Charge for which No Extra Payment shall be made

2 Labour Cess will be deducted as per prevailing rules i.e. 1% of the work

3 and Income tax TDS will be deducted at source while making

payments of bills

4 all RCC items in Rate Analysis Standard Cement Consumption has been

taken as per Govt. G.R. P.C.C.-10-2017- Cement consumption/16/C Dt.

11.05.2017 as stated in S.O.R. therefore in RCC items 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 tenders

Signature of Contractor:-

Deputy Executive Engineer Executive Engineer

R&B Panchayat R&B Panchayat

Rajpipla Rajpipala (Narmada)