Construction Of Major Bridge Across Banas River Under OWR Normal/ BK/ 2021-22/ Package No. 108 In Ta.Amirgadh Dist. Banaskantha (1) Kakvada Ishvani Road

Item No. Quantity Unit Amount

reference to book of specifications) figures

1 Clearing and grubbing road land including 0.60 28455.09 Hectare

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

2 Dismentaling the existing structure including 200.00 930.35 Cu.m.

removing and stacking the dismentelled materials

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

3 Diversion of water course, providing cofferdam 17.00 50500.00 Nos.

and bund or island as may be necessary for

foundation and maintaining the same for the period

as may be necessary.

4 Demarkation of road alingment including marking 0.44 2706.50 Km

out road line by providing and fixing wooden pegs

or steel rod of required size at every 25 M to 50 M.

including excavating trenches ion both sodes of

0.30 m. x 0.30M. including supplying of labours

and all materials for every work etc. complete.

5 Providing flood gauge marks on substructure as per 60.00 161.68 Rmt

design including painting complete.

6 Providing and laying - Fitter Media 600mm thick 743.50 1239.35 Sq.m.

directed at the back of abutments, returns and wing

walls as per detailed specifications. (more than

7 Providing & laying weep hole in Aburtments, and 752.30 86.70 Each

returns by using A.C. pipe of 100mm including

laying in proper grede and jointing the completed

as per detailed specification.

8 Providing and filling sand behind abutments and 3269.20 481.65 Cum

between returns in layers as directed

Description of Item(with brief specification and Rate In

Item No. Quantity Unit Amount

reference to book of specifications) figures

9 Excavation for foundation in sand, gravel, clay soft 2238.30 511.11 Cu.m.

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 Empty boring through all sorts of strata for 3820.00 3318.87 Rmt.

providing 1.20 Mt. diameter R.C.C. bored piles to

required depth required depth including providing

necessary casing pipe with all plants and

equipments as required complete.

11 Providing steel Liner for curbs and steining for 205.90 47323.73 Tonne

wells including fabricating and setting out as per

detailed drawing as directed. (more than 10 ton)

12 Providing and carry out Initial Pile load Test (Static

Load Test) in presence of engineer in charge and

submitting results / reports in duplicate as directed

by engineer in charge. (Boring, concreting &

reinforcement of pile shall be measured separately

in respective items).

Up to 195 Tonne 2.00 327745.00 Nos.

Extra of 50Tonne 12.00 327745.00 Nos.

13 Providing and carry out Routine Pile load Test in

presence of engineer in charge and submitting

results / reports in duplicate as directed by engineer

in charge. Load testing of foundation piles

including loading with necessary kentledge or any

other suitable method as directed.

Up to 195 Tonne 2.00 256237.00 Nos.

Extra of 50Tonne 4.00 256237.00 Nos.

14 Conducting Pile low strain integrity test as per 114.00 893.85 Nos.

ASTM D 5882- 96 code of American Society for

Testing on cast -in situ RCC pile of 1200 mm

diameter inclusive of analysis with all contractor's

equipment, manpower, site preparation, lead and

lifts etc. complete as per standard procedure, and as

directed by the Engineer in charge. Note:- Rate is

inclusive All equipment, All labour and

consumable required & Mobilization of equipment.

15 Providing and filling in foundation with ordinary 443.00 3559.78 Cu.m.

Cement concrete M-150 mix and providing

necessary vertical pin headers including formwork,

vibrating, ramming and curing complete.

Description of Item(with brief specification and Rate In

Item No. Quantity Unit Amount

reference to book of specifications) figures

16 Providing and laying controlled cement concrete 4318.20 4860.85 Cu.m.

M35 grade in RCC bored piles of 1.20 Mt.

diameter as below with 20mm down coarse

aggregate of the required size for any depth

including ramming, vibrating, curing, finishing,

transportation of required plant and machineries,

with all required plants & machineries, etc., all as

per specifications and drawing.

17 Providing and fixing in position TMT Hot -dip 1760.00 85064.22 Tonne

Continuous Galvanizing Rebar (CGR) Fe 550D as

per detailed drawing, including cutting, bending

hooking tying and welding complete and including

forming the cage and lowering it in position.

18 Providing and casting in-situ controlled cement 1591.40 5061.75 Cu.m.

concrete of M35 grade for RCC work for pile cap

with 20mm down coarse aggregate of the required

size for any depth including dewatering,

scaffolding / centring, shuttering, mixing, placing

in position, consolidating with mechanical

vibrators, curing, deshuttering carefully, making

good the damages, fixing embedment, inserts,

pockets, wherever necessary as per specification

19 and drawing.

Providing and casting in situ controlled cement 171.40 5395.64 Cu.m.

concrete M-35 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. (1) Piers

(2) Abutment (3) RCC return

20 Providing and casting in situ controlled cement 387.30 5474.87 Cu.m.

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

cap,abutment cap and dirt wall including controlled

cement concrete M-250 bed blocks or pedstals of

required size below bearings as per detailed

drawings, centering, shuttering, scaffolding,

wherever necessary, laying vibating, curing and

finishing complete.

21 Providing and casting in-situ Reinforced Cement 81.70 5615.53 Cu.m.

Concrete M40 grade controlled cement concrete in

Pedestal and seismic arrestor including controlled

cement concrete or pedestals of required drawings,

centering shuttering scaffolding wherever necessary

laying vibrating curing and finishing complete.

Description of Item(with brief specification and Rate In

Item No. Quantity Unit Amount

reference to book of specifications) figures

22 Providing and fixing in position fully moulded 787000.00 0.90 Cu.cm.

restrained elastometric Bearings as per detailed

23 Providing and casting in situ controlled cement 836.50 5944.14 Cum.

concrete M-35 for R.C.C. Girder including

centering, scaffolding curing and finishing

24 Providing and casting in situ controlled cement 550.80 6069.60 Cum.

concrete M-35 for R.C.C. Deck slab including

centering, scaffolding curing and finishing

25 Providing and casting in situ controlled cement 222.80 5548.14 Cu.m.

concrete M-40 for average 100 mm thick wearing

coat laid as directed dincluding tamping, vibrating,

finishing, curing and filling in joints with bitumen

26 Providing and casting in situ controlled cement 23.00 5247.72 Cu.m.

concrete concrete M-30 for approach slab including

formwork curing and finishing complete.

27 Steel work, welded in built up sections framed 97.30 9108.48 Quintal

work including cutting, hoisting, fixing in position

and applying a priming coat of red lead paint. (A)In

beams and joists, channels angles Tees, flats, with

connecting plates or angle cleats as in main and

cross beams. Hip and jack rafters, purlins conneted

to common rafters and the like

28 Strip Seal Expansion Joint (Providing and laying of 144.50 1733.16 Rmt

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.)

Description of Item(with brief specification and Rate In

Item No. Quantity Unit Amount

reference to book of specifications) figures

29 Providing and casting in-situ Reinforced Cement 254.60 5474.94 Cu.m.

Concrete M40 grade controlled cement concrete in

crash barrier using 6mm to 20mm machine crushed

well graded stone aggregate, sand of approved

quality, OPC53 grade cement 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.

30 Providing and applying one coat of Epoxy phenolic 5507.90 73.83 Sqm.

primer of DFT 50 microns and two coats of Epoxy

phenolic coating of DFT 100 microns each for

RCC Element or any other equivalent epoxy

coating system to all concrete surfaces exposed to

atmosphere in substructure and superstructure

including cost of material

labour,transportation,scaffolding and preparing the

surface by cleaning, washing, brushing, sand/grit

blasting etc complete and as directed by engineer

and as per specification. ( Paint shall be approved

from Engineer and tested from approved

Laboratory) (Total DFT = 50+100+100 =

31 Providing G.I. 100mm diameter water spouts 118.00 536.03 No.

including necessary iron gratings as per drawings.

(more than 10 ton)

32 Excavation for foundation in sand, gravel, clay soft 132.70 599.64 Cu.m.

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

33 Providing and Casting in situ controlled Cement 593.50 4708.57 Cu.m.

Concrete M-30 for R.C.C. Raft and cutt-off walls

including necessary shuttering laying, vibrating,

ramming and curing complete.

Description of Item(with brief specification and Rate In

Item No. Quantity Unit Amount

reference to book of specifications) figures

34 Providing and casting in situ controlled cement 487.90 5316.35 Cu.m.

concrete M-300 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. (1) Piers

(2) Abutment (3) RCC return

35 Providing and casting in situ controlled cement 70.90 5632.08 Cu.m.

concrete M-300 for R.C.C. return as per drawings

including centering shuttering, scaffolding where

necessary, laying vibrating, curing and finishing

complete (B) Height from 5.0 to 10.0 M. (1) Piers

(2) Abutment (3) RCC return

36 Providing and fixing marble slab including 2.00 840.49 Each

engraving and painting complete. (iii) Size 60cm x

37 Earthwork for embankment including breaking 1236.30 132.04 Cum

clods, dressing with all lead and lift (excluding

watering and consolidation)(A) From Borrow pits

within land width

38 Earth work for embankment for SUBGRADE with 284.70 177.91 Cum

CBR 6 % including breaking 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

depressing, which occurs during the process using

power roller of 8 tonne to 10 tonne all as per

specification. (E)From borrow area 3km lead

39 Providing, laying, and compacting Quarry spall for 21.30 849.64 Cum

Road side shoulders including spreading in uniform

thickness, including rolling with vibratory roller 80-

100 kN static wt. to proper grade and camber

including watering etc. complete.

40 Construction of Granular Sub Base (GSB) by 142.40 1377.64 Cum

providing coarse graded material of grading-I,

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 MORTH specification.

Description of Item(with brief specification and Rate In

Item No. Quantity Unit Amount

reference to book of specifications) figures

41 Providing, laying, spreading and compacting stone 94.90 1682.74 Cu.m.

aggregates of specific sizes to 100mm water bound

macadam (WBM) (Grade-I) (B.T. Metal of size

to 90 mm) specification including spreading in

uniform thickness, hand packing , rolling with

vibratory roller 80-100 kN static wt. to proper

grade and camber, applying and brooming, stone

screening/binding materials to fill-up the interstices

of coarse aggregate, watering and compacting etc.

complete as per Specifcation.

42 Providing, laying, spreading and compacting stone 142.40 1590.25 Cum

aggregates of specific sizes to water bound

macadam (Grade-II) (B.T. Metal of size 45 to

mm) specification including spreading in uniform

thickness, hand packing, rolling with 3 wheeled

steel/ vibratory roller in stages to proper grade and

camber, applying and brooming requisite type of

screening/ binding Materials to fill up the

interstices of coarse aggregate, watering and

compacting to the required density.

43 Providing and applying tack coat with Bitumen 948.80 20.53 Sq.m.

emulsion VG-30 using emulsion distributor at the

rate of 0.4 kg per sqm on the prepared bituminous

surface cleaned with Hydraulic broom as per

Technical Specification Clause

44 Providing & laying 50.00 mm thick Bituminous 109.20 3141.30 Tonne

macadam With VG-30 for tack coat @ 2.5 kg/10

smt.on B.T surface and using B.T. stone aggregate

as per required gradation with asphalt of VG-30 at

the rate of 3.40 % i.e. 34.0 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 using

contractors own drum mix plant etc. comp.

Description of Item(with brief specification and Rate In

Item No. Quantity Unit Amount

reference to book of specifications) figures

45 Providing, laying and rolling of close-graded 43.70 3627.72 Tonne

premix surfacing material of 20 mm thickness

composed of 11.2 mm to 0.09 mm (type-a) or

mm to 0.09 mm (type-b) aggregates using

penetration grade bitumen to the required line,

grade, and level to serve as wearing course on a

previously prepared base, including mixing in a

suitable plant, laying and rolling with a smooth

wheeled roller 8-10 tonne capacity, and finishing to

required level and grade

46 Road Marking with Hot applied Thermoplastic 26.10 3734.37 Sq.m.

compound with reflectorising glass beads on

bituminous surface. Providing and laying of hot

applied thermoplastic compound 2.5 mm thick

including reflectorising glass beads @ 250 grams

per square meter area. Thickness of 2.5 mm is

exclusive of surface applied glass beads as per IRC

: 35. The finished surface to be level, uniform and

free from streaks and holes.

47 Cat Eye / Road Stud / RPM: Supplying of Molded 32.00 326.23 No.

Twin Shanks Raised Pavement Markers made of

polycarbonate and ABS moulded body and

reflective panels with micro prismatic lens capable

of providing total internal reflection of the light

entering the lens face and shall support a load of

13635 kgs. tested in accordance to ASTM D

Type H and complying to Specifications of

Category A of MORTH Circular No

RW/NH/33023/10-97 DO III Dt 11.06. 1997. The

height, width and length shall not exceed 20 mm,

130 mm and 130 mm and with minimum reflective

area of 13 Sqcm on each side and the slope to the

base shall be 35 +/- 5 degree. The strength of

detachment of the integrated cylindrical shanks, (of

diameter not less than 19 +/- 2 mm and height not

less than 30+/- 2 mm) from the body is to be a

minimum value of 500 Kgf. Fixing will be by

drilling holes on the road for the shanks to go

inside, without nails and using epoxy resin based

adhesive as per manufacturers recommendation and

The color of the marker should be as per the IRC

35-2015 and as directed by Engineer-in-charge.

Description of Item(with brief specification and Rate In

Item No. Quantity Unit Amount

reference to book of specifications) figures

48 Hazard Marker Sign :-Providing and fixing sing 2.00 2423.74 No

boards made out of 2mm aluminium sheet; size

x 30cms. rectangle as as per the design/drawing

attached (IRC) pretreated with phospheting process

& acid etching; coated with one coat of epoxy

primer and two coats of best quality epoxy paint;

reflectorised with retro refiective sheeting as per

latest M.O.S.T. Specifications; 3.1m long stand

post and frame fabricated from suitable size iron

angle of 35 x 35 x 3mm & 50 x 50 x 5mm painted

with best quality epoxy coatings The fixing at site

shall be in 1:2:4 CC block of size 45x45x 60cms.

for each leg. including excavation curing etc.

complete under the supervision of engineer in

charge.(A) Engineer Grade(VR)...

49 Facility Informatory Sign :-Providing and fixing 2.00 3990.64 No

sign boards made out of 2mm aluminium 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 micro Prismatic Grade retro refiective

sheeting 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 / 65 NB 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 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.

Description of Item(with brief specification and Rate In

Item No. Quantity Unit Amount

reference to book of specifications) figures

50 Type - A, "W" : Metal Beam Crash Barrier 124.00 3380.55 Rmt

(Providing and erecting a "W" metal beam crash

barrier comprising of 3 mm thick corrugated sheet

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

fixed on ISMC series channel vertical post, 150 x

75 x 5 mm spaced 2 m centre to centre, 1.8 m high,

1.1 m below ground/road level, all steel parts and

fitments to be galvanised by hot dip process, all

fittings to conform to IS:1367 and IS:1364, metal

beam rail to be fixed on the vertical post with a

spacer of channel section 150 x 75 x 5 mm,

mm long complete as per clause 811)

51 Providing and laying of Extruded 30 KN as per 750.00 194.53 Sq.m.

clause no 3102.80 and apprival design and

specification with accessories like tie strips, nuts &

bolts and loops / luge for joining reinforcing

elements with the facia , Pannels and overlaps and

other protective elements as per detailed

specification.

52 Providing and laying of Extruded 40 KN as per 3000.00 216.24 Sq.m.

clause no 3102.80 and apprival design and

specification with accessories like tie strips, nuts &

bolts and loops / luge for joining reinforcing

elements with the facia , Pannels and overlaps and

other protective elements as per detailed

specification.

Total Rs. :-

(Rupees Twenty Three Crore Ninety One lakh Eighty Six Thousand Nine Hundred Forty and Sixteen Paise Only)

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…239186940.16 Put to tender Rs.239186940.16

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

Net Rs. …………………….… Total Rs. ………….…

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

*( please strike out whichever is not applicable)

1 The Contractor shall exhibit a board with detailed specification and details of work as directed by the

Engineer-In-Charge for which no extra payment shall be made.

2 The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-

3 GST and Income tax TDS will be deducted at a source while making payments of bills.

Description of Item(with brief specification and Rate In

Item No. Quantity Unit Amount

reference to book of specifications) figures

4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.:

PRC-10/2017 Cement Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items

where there is a change as per actual mix design the cost of difference of cement consumption have been

deducted from the rate of original item at the rate of input rate mentioned in all the tender.

Dismentalling of Credit materials amounting of Rs. _________ must be recovered from Contractor's

respective R.A. Bill.

Signature of Contractor

Deputy Executive Engineer Executive Engineer

Panchayat R & B Sub Division Panchayat R & B Division

Palanpur Palanpur