CONSTRUCTION OF NEW 3 LANE NALA BRIDGE U/S SIDE ON 60.0 MT T.P. ROAD IN T.P. SCHEME NO. 91 IN REPLACEMENT OF OLD 2 LANE BRIDGE AT PIPLAJ - PIRANA ROAD, AHMEDABAD.

CONSTRUCTION OF NEW 3 LANE NALA BRIDGE U/S SIDE ON 60.0 MT T.P.

ROAD IN T.P. SCHEME NO. 91 IN REPLACEMENT OF OLD 2 LANE BRIDGE AT

PIPLAJ - PIRANA ROAD, AHMEDABAD.

E-Tender shall be downloaded from the website www.nprocure.com

Downloading E-tendering from date 04/04/2026 to 04/05/2026 Up to 18:00 Hrs.

:Date: 15/04/2026 Time : 16:00 hours office of Additional City

Engineer (Bridge), Amdavad Municipal Corporation, 4th Floor, B-

Pre Bid Meeting

Block, old building, Sardar Patel Bhavan, Danapith, Amdavad–

Last Date of online :

Submission of hard copy of bid security, Tender fee, volume -I, II,

Unpriced Copy of Vol-III duly signed & Stamped by Tenderer and

other documents in sealed cover in person.

:Last date is 05/05/2026 up to 16:00 hours at office of The assistant

Manager (Project) Amdavad Municipal Corporation, 2nd Floor,

Last Date of submission of

Sardar Patel Bhavan, Danapith, Amdavad – 380 001 The hard copy

hard copy of tenders received after this date and time shall not be entertained

under any circumstances.

Tender shall be submitted in two copies (Original & Duplicate)

Financial bid – volume-3 to be submitted online only.

Opening of Technical Bids Date: 05/05/2026 Time 17:00 Hours.

CONSTRUCTION OF NEW 3 LANE NALA BRIDGE U/S SIDE ON 60.0 MT T.P. ROAD IN T.P. SCHEME

NO. 91 IN REPLACEMENT OF OLD 2 LANE BRIDGE AT PIPLAJ - PIRANA ROAD, AHMEDABAD.

SHEDULE - B : INSTRUCTION TO TENDERERS

1.0 Schedule-B is to be read for the purpose of pricing in conjunction with information to bidder, conditions of contract,

special condition of contract, work plan and technical specifications and drawings.

2.0 The rate of the Schedule-B include all constructional plant, labour, supervision, materials erection, maintenance,

insurance, profit, overheads, government taxes and duties, VAT, Labour well fare cess, excluding GST, together with all

general risks, liabilities and obligations, set out or implied in the Contract and including remedy of any defects during the

Defects Liability Period.

3.0 The rate of the schedule-B shall be all inclusive value of the work described including all costs and expenses which may

be required in and for the construction of work described together with all general risks, liabilities and obligation set forth

or implied in the document on which the tender is to be based.

4.0 The method of measurement and payment shall be as described under various items and in the Schedule-B and

Technical Specifications given in Volume-I, Where specific definitions are not given, the method described in MoRTH

/IRC/ IS code will be followed. If there be any detail of construction or materials which has not be referred to the

specification or in the Schedule-B and drawings but the necessity for which may be implied or inferred there from or

which are usual or essential for completion of the work in the trades the same shall be deemed to be included in the

5.0 The quantities given in the Schedule-B are estimated and provisional. The basis of payment will be the actual quantities

of work carried out, as measured by the contractor and verified by the Engineer.

6.0 All rates and sums of money quoted in the Bill of Quantities shall be in Indian Rupees.

7.0 The bidder must quote his percentage above or below in online submission only.

8.0 The schemes and dimensions shown on the tender drawing are tentative; the same are likely to vary during actual

execution and no Extra / separate charges are payable due to such variations in quantity to any extent.

9.0 The work shall be carried out as per Technical Specifications given in Volume-I.

10.0 Unless otherwise specified in the schedule of items, for all structural concreting work, the Contractor shall provide

automatic weigh-batching plant having Capacity of 60cum/hr-1 Nos OR 30cum/hr-2 Nos. The plant used shall conform

to IS:4925.The batching plants should have printing facilities to printout records of each batch in the format approved by

11.0 Structural concrete shall be prepared in RMC plant only. Third party RMC plant shall be allowed after approval of

Engineer in-charge.

12.0 The specification numbers stated in the detailed description of items of works against each item are indicated for

guidance of the Bidders. However, any of the specification alluded to the specifications referred to in the Bill of

Quantities and / or any other specifications from “Technical Specifications” which in the opinion of the Engineer are

applicable for a particular item is deemed to have been included in the scope of item and fully covered by the rates

quoted for the items. In case of any discrepancies between provision stated in the description of individual items and

those covered by the technical specifications, the provision in the description of item shall have preference.

13.0 Grouping of items under sub heads of different section is done in BOQ for the convenience. Any item from any section

can be considered for operation in any other section as directed by the Engineer-in-charge.

14.0 Contractor shall provide and submit photographs and video as per details below free of cost.

15.0 The contractor shall do photography/ videography of the site as and when asked by AMC. No separate payment will be

made to the contractor for this. The contractor shall have to submit the same in hard copy as well as soft copy as and

when demanded by the AMC.

16.0 For all concrete works, excluding Piles and Pile Caps, Ordinary Portland Cement (OPC) of 53 Grade, conforming to IS

12269 and bearing the ISI mark, shall be used. For Piles and Pile Caps, Portland Slag Cement (PSC) of 53 Grade,

conforming to IS 455 and bearing the ISI mark, shall be used. For other works, 43 Grade Cement, conforming to IS

8112, may be used subject to prior approval from AMC. Cement shall have ISI mark and from manufacturers of cement,

approved by AMC. Samples of cement arranged by the Contractor shall be taken in presence of the Engineer-in-

Charge and got tested in accordance with provisions of the relevant IS codes. In case test results indicate that the

cement arranged by the Contractor does not confirm to the relevant IS codes, the same shall stand rejected and shall

be removed from the site by the contractor at his own cost within three days.

17.0 Reinforcement TMT Steel: Reinforcement bars shall be High Yield Strength Deform (TMT) Fe 550D bars along with

Fusion bonded Epoxy Coating (FBEC) confirming to IS 1786. The contractor shall procure TMT bars of Fe 550D grade

from the steel producers who are using iron ore as basic raw material / input to produce steel conforming to IS:

No re-rolled steel shall be incorporated in the works. The Contractor shall have to obtain and furnish test certificates to

the Engineer-in-Charge in respect of all supplies of steel brought by him to the site of work. Samples shall also be taken

and got tested by the Engineer-in Charge as per the provisions in this regard in the relevant BIS codes. In case the test

results indicate that the steel arranged by the Contractor does not conform to BIS codes, the same shall stand rejected

and shall be removed from the site of work within three days.

In Pile separate payment of Lap Length shall be made after using 12.0 mt length of Reinforcement.

No separate payment of Lap length shall be made for Pile Cap Pier, Pier Cap & Super-structure for all diameters of

reinforcement bar and no separate payment of coupler if used will be made on such account.

18.0 Structural Steel:

The Contractor shall procure Structural steel from the primary manufactures only, as per list of approved material as

mentioned in the tender. The Contractor shall have to Obtain and furnish test certificates to the Engineer-in-Charge.

The Contractor shall have to obtain and furnish test certificates to the Engineer-in-Charge in respect of all supplies of

steel brought by him to the site of work. Samples shall also be taken and got tested by the Engineer-in-Charge as per

the provisions in this regard in the relevant BIS codes. In case the test results indicate that the steel arranged by the

Contractor does not conform to BIS codes, the same shall stand rejected and shall be removed from the site of work

within three days. Re rolled steel shall not be used in the work. Structural steel shall have one coat of zinc comet paint

& two coats of synthetic enamel paint.

19.0 Initial pile load tests of pile foundation of At least two dimeters as per drawing has to be done within 2 months from the

date of letter of award / work order.

Performance Guarantee / Bond for Bearing should be received from the manufacture / contractor for not less than

fifteen years. The Guarantee period should start from opening of bridge for traffic. Ten years of replaceable warranty

should be received from manufacture / contractor and any repair / damage in Fifteen years of guarantee period to be

bared by contractor and it’s a total responsibility of contractor. Last 5% of payment for bearing and expansion joint to be

release only after receiving of performance bond.

20.0 No photograph of the works or any part thereof or plant employed thereon, except those, permitted to be taken by the

Contractor or by any of his employees or any employees of his sub-Contractors without the prior approval of the

Engineer in writing. No photographs/ videography shall be published or otherwise circulated without the approval of the

Engineer in writing.

21.0 Plot for Batching Plant, labour quarters, site office, material stock yard, testing laboratory, etc. shall not be given by the

Employer. The contractor shall have to make his own arrangement for the same.

22.0 Payment of Bituminous work : After completion of the final layer of Bituminous work, only 90% amount of final layer

work will released. Remaining 10% amount of final layer work will be released after satisfactorily completion of raising of

all Manholes and Catch pits up to finished road level. This remaining % amount can be released for individual road after

rising the manholes / catch pits up to finished road levels.

Name of Work : CONSTRUCTION OF NEW 3 LANE NALA BRIDGE U/S SIDE

ON 60.0 MT T.P. ROAD IN T.P. SCHEME NO. 91 IN

REPLACEMENT OF OLD 2 LANE BRIDGE AT PIPLAJ -

PIRANA ROAD, AHMEDABAD.

Memorandum showing items of works to be carried out

RECAPITULATION SHEET

Sr. No. SECTION DESCRIPTION Amount (Rs. PS.)

1 SECTION - 1 New Bridge

Retroffiting of existing new

bridge beside old bridge

Total Amount put to Tender Rs. =

Total Amount put to Tender Rs. =

Rupees Four Crore FourtySeven Lacs NinetySeven Thousand Six Hundred SixtyFive Only

I /We am /are willing to carry out the work at __________% below /above) (In

estimated tender amount as mentioned above.

The tendered amount of my /our tender for the work is Rs. ____________________

Note : 1 % above / below is to be submitted online only.

Note : 2 All work shall be carried out as per the specifications or as directed

Note : 3 Rates quoted include cleaning of site (prior to commencement of work and at its close) in all respects and hold

for work under all conditions, site moisture, weather, etc..

Signature of Contractor Additional City Engineer

(Bridge Project)

Amdavad Municipal Corporation.

CONSTRUCTION OF NEW 3 LANE NALA BRIDGE U/S SIDE ON 60.0 MT T.P. ROAD IN T.P. SCHEME NO. 91 IN

REPLACEMENT OF OLD 2 LANE BRIDGE AT PIPLAJ - PIRANA ROAD, AHMEDABAD.

Memorandum showing items of works to be carried out

Item Estimated according to

estimated but Unit Description of Item in Brief

No. Rate (Rs.) estimated

quantities (Rs.)

SECTION - 1 New Bridge

1 0.70 Hectare Clearing the site by mechanical and manual means prior to start work and clearing the road 28,111.92

including dismantling of existing central verge, Kerb, Footpath, Paver block or any kind of pavement.

Rate also includes disposal of unserviceable materials from the site with all lead & lifts as directed by

2 0.70 Hectare Carry out complete alignment survey work using total station for the length and width as decided by 3,214.29

Engineer in charge for complete length of Bridge and additional length as required. The width to be

surveyed will be up to TP Boundary and beyond that as required, including marking of TBM, its

coordinates, station points, their coordinates, center line of alignment, taking ground level details of

existing structures, details of all utilities below GL, manholes, catch pits, existing utility services, light

poles, trees, over head electrical lines, BSNL section pillar/ box, Torrent electrical boxes, including any

number marked on them, road dividers, foot paths, culvert, Bridge, etc. within complete working area

and additional areas / lengths of service road, diversion etc as and where required. Rate includes fixing

necessary reference pillars, establishing benchmark, establishing foundation layout, pile, pile cap, and

pier coordinates, including submission of longitudinal sections, cross sections,

Detailed drawing in AUTOCAD, Reports of survey work in three hard colour copies with soft copy of

AUTOCAD drawing, in CD to Engineer in charge as directed for flyover and approaches. Submission of

drawing in hard copy and soft copy as per specification.

Item Estimated according to

estimated but Unit Description of Item in Brief

No. Rate (Rs.) estimated

quantities (Rs.)

3 5.00 Per Set Submit colour photographs (Min 2592 x 1944 pixels, Min 5 MP) of the works , and Videography of 10,000.00

min 75 sec using drawn , supply at quarterly intervals with date & title on each photographs, one set

of hard copy not less than 5" X 7" for the works carried out during period. Photos and video using

drawn, are also to be submitted in form of soft copy (CD) as directed by the Engineer-in-charge. All

photos and video using drawn should include all possible major activities during the quarter.

Providing HD Video back up of CCTV camera installed on site as per tender condition on quarterly

basis including necessary, editing, mixing, titling, lettering, narrating, sounding and making 1 set of

data in Hard Disk of approved quality as per the directions of Engineer In Charge. (Note: CCTV

camera should be installed at site by Contractor as per instruction of engineer in charge and that are

4 5.00 Per Set Providing and Carrying out and submission of HD Video (min. 1920 x 1080 pixels) , shooting of the 6,250.00

project progress on monthly basis / or with Bills which ever is earlier, including shooting of

execution of all units during complete period of execution. all necessary editing, mixing, titling,

lettering, narrating, sounding and making 2 sets of DVDs of approved quality as per specifications

and directions of Engineer In Charge.

5 5.00 Nos Providing Area Lighting of Adjacent street road during Construction using Flood Light as instructed 892.86

by engineer in charge.

Item Estimated according to

estimated but Unit Description of Item in Brief

No. Rate (Rs.) estimated

quantities (Rs.)

6 100.00 Sqm Providing temporary barricade including all road safety devices on both sides of flyover and 832.14

arrangement for traffic diversion such as traffic signals, traffic marshals during construction at site, for

day and night as per technical specifications and drawings. Temporary barricade shall be of plain MS

sheet 1.5 mm thick fixed with steel frame as per drawing, painting (including primer of approved quality)

with synthetic enamel paint of approved colour, quality and brand, writing lettering and logo of AMC

including maintenance of the same duly cleaning the same on fortnightly basis and painting as required,

arrangement for blinker lights on barricades during night as per requirement and as per the

instruction of the engineer. Barricading should be rugged. During the construction, barricading has to be

kept continuously. Nothing extra will be paid for dismantling and re-erecting the barricades for other

location of flyover and for the purpose of road widening / diversion / resurfacing, utility identification /

diversion etc. There should not be any opening at the end of barricade except at locations approved by

(i) Barricades on either side shall be measured individually.

(ii) Once barricade has been provided and work started, removal of barricade will not be permitted till

completion of pile, pile cap, pier and pier caps, portal beams, segment erection, I girder, erection, till

completion of entire superstructure.

(iii) While erecting barricade, the bottom gap between barricade and road should be plugged with cement

concrete from inside, where required.

(iv) There should be minimum openings at the end of barricade to allow access of trucks / lorries and

machine to site work area. Even these spacing should have proper opening & closing arrangements.

(v) For 2.0m barricades adequate blinking lights on barricade during night time must be ensured. The cost

of this item should include provision for power pack / Genset etc. so as to ensure the blinking of lights in

night time as long as barricades are in position at the work spot.

(vi) After completion of the entire work, the barricades shall be the property of the contractor.

Item Estimated according to

estimated but Unit Description of Item in Brief

No. Rate (Rs.) estimated

quantities (Rs.)

(vii) If the cleaning is not done including removal of posters regularly, a recovery shall be made at the -

rate of 0.1% of the accepted rate of item per fortnight on prorate basis of length not cleaned.

(viii) The rates should be all inclusive for shifting/erecting/re-erecting the barricade for utility

diversion/identification & road widening/diversions.

(ix) The barricading shall be provided as per Item, Specification, Drawing, only. Any type of change /

modification will not be allowed without written permission of Engineer In charge , and in such case rate

reduction will be imposed based on allowed barricading with written permission for specific area with

(x) Barricading of height 2.0m height as per tender drawing . Payment shall be made at 70% on erection

of barricade and 30% on removal of barricade as per the instructions of Engineer.

(xi) It is specifically highlighted that barricading provided during construction shall be limited to 1m to

2m from outer edge of structure to be constructed. Barricading of height 2.0 m height as per GFCD.

Payment shall be made at 70% on erection of barricade and 30% on removal of barricade after

completion of project as per the instructions of Engineer.

7 10.00 Nos Supplying installation testing & commissioning of Blinkers light for height barriers complete in all 3,555.36

respect. It should be in working condition until the completion of project. Payment should be done at

70% at the time of installation and 30% at the end of project. After completion of work, it should be

property of contractor.

8 20.00 Sqm Providing and fixing Retro reflective film/ sticker of approved colour and make on height barrier, 699.11

blinker, any signage, enabling structure etc as directed by engineer in charge and as per MORTH

9 Dismantling of existing structures like culverts, bridges, retaining walls and other structure -

comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding

wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking

the serviceable material with all lifts and lead of 1000 metres)

170.00 Cum (A) RCC Works 877.28

230.00 Cum (B) Brick / Rubble Masonry 385.88

Item Estimated according to

estimated but Unit Description of Item in Brief

No. Rate (Rs.) estimated

quantities (Rs.)

10 90.00 Rmt Supplying and fixing reinforced concrete heavy duty non pressure pipes with collars for culverts 5,436.90

including setting and joining the pipes in C.M. 1:2 watering and laying (To level of slopes of I.S.

/ 1971 Class NP3 of casted by vertically vibrated technology of following internal diameter. (vi)

11 Earth work in Excavation for pile caps in all categories of soils, such as sand, clay, murrum, gravel, -

pebble, boulder, cobble, soft rock etc. as per specification for depth below ground level as mention.

The rate is inclusive of contractor's own machinery and equipment, labour, taxes, temporary works,

consumables. leading & lifting, shoring, strutting, timbering and buttressing with sand / clay bags and

all such measures necessary to retain in position the sides of foundation pit and including refilling the

approved excavated soil, clearing and carting excess earth as directed within site limit. The rate is

also inclusive of dewatering by manual or mechanical means, if require.

a 961.00 Cum Soils of all types upto 3m depth including ordinary earth, sand dry/ wet soil, marine clay, boulders, 481.95

kankars, soft murrum, hard murrum etc.

b 82.00 Cum Soils of all types from depth 3 m to 6 m including ordinary earth, sand dry / wet soil, marine clay, 565.43

boulders, kankars, soft murrum, hard murrum etc.

12 Carting of excavated material such as murrum, earth, kapachi, gravel, brickbats, kankar, debris, -

sand, dismantled material, including loading, unloading, stacking, spreading etc. complete at non

objectional place as directed by engineer in charge.

a 1443.00 Cum Lead up to 5 Km 102.24

b 866.00 Cum Additional rate for lead above 5 and upto 10 km 46.90

c 289.00 Cum Additional rate for lead above 10 and upto 15 km 41.50

Item Estimated according to

estimated but Unit Description of Item in Brief

No. Rate (Rs.) estimated

quantities (Rs.)

13 130.00 Cum Providing and laying in positions machine mixed Plain Cement Concrete M15 grade for levelling 3,579.81

course below foundation or below pile cap & approach slab, etc. at other places as directed by

Engineer-in-charge with graded broken stone aggregate from 6 mm to 40 mm including tamping,

vibrating, levelling and curing complete with all formwork, dewatering wherever required including

all materials, labours, plants, machineries & tools, all leads and lifts, etc. complete as per

specification. (Minimum Cement content :- 290 kg)

14 Empty boring to the required depth (measured from bottom of pile cap to founding level) by means of -

hydraulic pilling rig through all strata like soil, sand, clay, murrum, gravel, pebble, boulder, cobble, soft

rock, etc. for pile of required diameter, including all required plant & machineries, disposal of excavated

material with all leads & lifts, mobilisation demobilisation, remobilisation if required, transportation of

required plant and machineries, etc. Method of boring shall be as per IS 2911-Part 1 - Section -II.

Note : (1) Bore hole Drilling shall be done by use of hydraulic rig using temporary casing of required

thickness and depth upto cut off level of pile, and drilling shall be carried out as directed by the

Engineer. (Use of bentonite slurry will not be permitted)

(2) Reinforcement will be paid separately.

(3) Rate shall also include drilling and socketing in rock at required depth. This item is without the cost

of polymer to be used for stabilisation of bore i.e. Dry Boring.

(4) Length of pile shall be measured from bottom of pile cap and upto the founding level.

(5) Rate is inclusive of empty boring through overburden (i.e. temporary working platform, etc.)

a. 625.00 Rmt. For 1000 mm dia. pile 1,861.56

15 491.00 Cum Extra Rate over item of boring for using polymer Slurry to support the bore from collapse. This 587.00

Item will only be paid, When Polymer slurry has been used for drilling and to support the bore. Reuse

of polymer slurry allowed only after verification of all quality parameters. Qty. is allowed only based

on theoretical dimension of Pile. for all dia Pile.

Item Estimated according to

estimated but Unit Description of Item in Brief

No. Rate (Rs.) estimated

quantities (Rs.)

16 491.00 Cum Providing and placing reinforced cement concrete M35 grade with tremie pipe in RCC bored piles 4,812.86

of any diameter using 6 mm to 20 mm machine crushed well graded stone aggregate, natural or

crushed sand of approved quality, (Portland Slag Cement) PSC 53 grade cement with contractor's

own concrete mix design, including necessary mixing in fully automatic batch mix plant, transport,

curing, casting of pile min 1.0x dia above cut off level with all leads & lifts, etc. complete as per

execution drawing & specification & as directed by engineer In charge. Including mobilisation,

demobilisation, remobilisation, transportation of required plant and machineries if required.

(Minimum Cement content :- 425 kg)

1) Rate is Excluding the reinforcement, initial pile load test, routine load test and M.S. Liners, pipe for -

Integrity pile test using cross hole sonic logging, but including temporary liners if required.

2) Rate is inclusive of labour charges for insert of pipe for Integrity pile test using cross hole sonic

logging method.

3) Payment for concrete shall be done from Cut off level upto founding level and it should be only based

on theoretical dimension of pile.

17 Chipping and dressing of the RCC piles upto cut off level including cleaning of reinforcement and -

removal of dismantled materials etc. for providing pile caps as directed by Engineer in charge and as

per specifications. [Chipping and dressing shall be carried out with using mechanical breaker

a. 36.00 Rmt For 1000 mm diameter 871.60

18 12.00 M.T. Supplying, fabricating and placing in position 6 mm MS liner made of MS plate for initial length of 46,855.18

cast-in-situ concrete piles including all operation such as straightening, cutting, bending to shape,

welding, fabricating, driving, placing in position, applying coat of primer and 2 coats of anticorrosive

paint etc. complete as per specification excluding temporary liner if provided. Depth and thickness of

liner as per approved drawing and as per site requirements.

Item Estimated according to

estimated but Unit Description of Item in Brief

No. Rate (Rs.) estimated

quantities (Rs.)

19 Carrying out Static load test (Cyclic method) as per standard procedure laid down in the IS 2911 -

specification and maintaining complete records of load v/s settlement on test any load and any dia of

pile constructed for the purpose including erection and removal of loading platform with all

contractor's materials, labour, tools & plants, etc. complete with all necessary instrumentation, high

capacity hydraulic jacks, etc. complete as per specification and for the test load as directed by

Engineer-in-charge. (One Test shall be carried out for each diameter)

1) Load test shall be continued till test load or soil failure whichever is earlier. -

2) Testing shall be carried out with loading frame with ground anchors/anchor piles/kentledge with

platform including all necessary arrangement required for the test, as approved by Engineer-in-charge.

3) Boring, concreting & reinforcement of test pile only shall be measured separately in respective items

subject to successful completion of test.

4) If load test of pile is not completed successfully, payment shall not be made for this test item as well

as boring, concreting and reinforcement of test pile for which test carried out and another test pile shall

be constructed.

No extra payment shall be given for ground anchors/anchor piles/kentledge with platform and other

necessary arrangements.

5) Contractor will have to complete initial load test within 60 days from date of workorder. No. extra

time period will be given on this account.

1.00 Nos For 1000 mm dia piles 3,73,750.00

20 2.00 Nos Carrying out High strain Dynamic Test on any working pile / Test pile as selected by the Engineer- 1,43,750.00

in-charge. The test shall be carried out by agency approved by engineer in charge as per IRC-

Notification 54 and submitting results / reports in three hard copies with soft copy in CD. Item

includes all necessary arrangements required for the test. (Load test should be carried with guided

frame arrangement) Report of the Dynamic load test mentioned with End bearing & skin friction load

carrying capacity of pile, static soil resistance, magnitude and distribution along the shaft element,

static end bearing, stress at any point along the pile, also mentioned load Vs Settlement graph and

other necessary parameter as per Morth/IRC/ASTM clause. Report also mentioned clear

recommendation regarding load carrying capacity of pile.

Item Estimated according to

estimated but Unit Description of Item in Brief

No. Rate (Rs.) estimated

quantities (Rs.)

21 22.00 Nos Performing Integrity Test (low strain) on all vertical pile & Testing by pulse echo or transient 863.00

response methods. The item shall include chipping of weak concrete at the top of pile, levelling,

bending of reinforcing bars, preparation of pile head if required 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 with using latest instrument shall be employed by the Contractor for the

test. The test shall be carried out as per relevant ASTM latest 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. Test Report include with Report number, Report date,

pile condition, temp at a time of test, test method , ID mark of Pile, instrument number, Grade of

concrete, Reported pile length, Wave velocity, Toe Signal Status , Velocity graph, classification of

pile , Beta factor table & Graphs etc. all other necessary information & as directed.

22 2.00 Nos Performing Integrity Test using cross hole sonic logging on pile. The item shall include chipping of 22,944.64

weak concrete at the top of pile, levelling, bending of reinforcing bars, preparation of pile head

including testing. 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 D6760. The item is including complete testing with approved apparatus, analysis of

results and conclusions including submission of test reports in three hard copies along with soft copy.

(Payment shall be made for number of pile tested.)

Rate shall include providing of A class MS steel pipes of 50mm outer diameter (four numbers and upto -

foundation level of pile) as per technical specifications, 2.9mm thick (light) as per IS:1239 in pile at time

of casting to be used for cross hole sonic test. Pipe shall extend from ground level to bottom of pile where

pipe shall be sealed at bottom. Rate shall also include filling of tubes after sonic test using standard

cement non-shrink mortar before casting of pile cap.

Item Estimated according to

estimated but Unit Description of Item in Brief

No. Rate (Rs.) estimated

quantities (Rs.)

23 276.00 Cum Providing and casting in-situ Reinforced Cement Concrete M35 grade controlled cement concrete in 5,010.77

pile cap etc. using 6 mm to 20 mm machine crushed well graded stone aggregate, sand of approved

quality, (Portland Slag Cement) PSC 53 grade cement with contractor's own concrete mix design etc.

complete as per specification.

The rate is inclusive of all materials, including necessary dewatering, mixing in fully automatic batch

mix plant, transport, curing, vibrating, placing in position, shuttering, formworks, deshuttering

carefully, making good the damages, fixing embedment, inserts, pockets, Thermocol as per drawing

above utility etc all, wherever necessary, with all lead and lift with contractor's labour, tools & plants,

machineries, as required. (Minimum Cement content : - 425 kg)

24 310.00 Sqm Providing and applying Coal Tar Epoxy protective paint in two coats of DFT 210 microns for 164.00

foundations / concrete surfaces in contact with soil complete as per specifications and as directed

by the Engineer including all leads and lifts etc. complete.

25 347.00 Cum Providing and casting in-situ Reinforced Cement Concrete M30 grade controlled cement concrete in 4,660.99

RCC Toe wall etc. using 6 mm to 20 mm machine crushed well graded stone aggregate, sand of

approved quality, (Portland Slag Cement) PSC 53 grade cement with contractor's own concrete mix

design etc. complete as per specification.

The rate is inclusive of all materials, including necessary dewatering, mixing in fully automatic batch

mix plant, transport, curing, vibrating, placing in position, shuttering, formworks, deshuttering

carefully, making good the damages, fixing embedment, inserts, pockets, Thermocol as per drawing

above utility etc all, wherever necessary, with all lead and lift with contractor's labour, tools & plants,

machineries, as required. (Minimum Cement content : - 410 kg)

Item Estimated according to

estimated but Unit Description of Item in Brief

No. Rate (Rs.) estimated

quantities (Rs.)

26 91.00 M.T. Providing and fixing in position Fusion Bonded Epoxy Coated TMT Fe550D steel conforming to IS 80,932.18

1786 reinforcing bars of various diameters for Pile as per detailed designs and drawings and schedule

including cutting, bending, hooking the bars, binding with 18 SWG GI wires with cost of all labour,

materials, tools, plants, equipments, supporting as required with all lifts and leads etc. all complete as per

specification and as directed by Engineer. (Providing anti-corrosive treatment to TMT reinforcement

with Fusion Bonded Epoxy Coating (FBEC) Confirming to IS 13620:1993)

The rate includes for supply, loading, unloading, transporting to site, cutting, bending, hooking, placing,

tying in position with contractor's own binding wire, welding, forming the cage and lowering it in

position in pile bore etc. Welding and supporting in position to ensure lines and levels during concreting,

maintaining proper cover / spacing, all leads & lifts, etc. including contractor's own equipment, labour,

supervisor, taxes, machineries, etc. complete as per drawings and specification.

1) The waste cut pieces shall not be included in the paying quantity.

2) Binding wire shall not be included in the paying quantity.

3) The work shall be done as per approved drawing.

4) Admissible lap after full length of 12m reinforcement is payable extra.

Item Estimated according to

estimated but Unit Description of Item in Brief

No. Rate (Rs.) estimated

quantities (Rs.)

27 Providing and fixing in position Fusion Bonded Epoxy Coated TMT Fe550D steel conforming to IS -

1786 reinforcing bars of various diameters for Pile Cap & Toe wall as per detailed designs and drawings

and schedule including cutting, bending, hooking the bars, binding with 18 SWG GI wires with cost of all

labour, materials, tools, plants, equipments, supporting as required with all lifts and leads etc. all

complete as per specification and as directed by Engineer. (Providing anti-corrosive treatment to TMT

reinforcement with Fusion Bonded Epoxy Coating (FBEC) Confirming to IS 13620:1993)

The rate includes for supply, loading, unloading, transporting to site, cutting, bending, hooking, placing,

tying in position with contractor's own binding wire, welding, forming the reinf cage 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 shall not be included in the paying quantity.

2) Binding wire shall not be included in the paying quantity.

3) The work shall be done as per approved drawing.

4) No payment shall be made for laps & couplers.

43.00 M.T. For Pile cap 81,135.60

29.00 M.T. For Toe wall 81,135.60

Item Estimated according to

estimated but Unit Description of Item in Brief

No. Rate (Rs.) estimated

quantities (Rs.)

28 76.00 Cum Providing and casting in-situ Reinforced Cement Concrete M35 grade controlled cement concrete in pier, 5,305.30

Abutments (pier and abutments shall be cast in single lift or as per direction of Engineer in charge), etc.

using 6 mm to 20 mm machine crushed well graded stone aggregate, sand of approved quality, OPC

grade cement with contractor's own concrete mix design etc. complete as per specification.

The rate is inclusive of all materials, including necessary mixing in fully automatic batch mix plant,

transport, curing, vibrating, placing in position, scaffolding, staging, shuttering, formworks, deshuttering

carefully, making good the damages, fixing embedment, inserts, pockets, wherever necessary, with all

lead and lift with contractor's labour, tools & plants, machineries, as required, with including cost of

finishing equivalent to F3 type exposed concrete and form mark.

Note:- Any honeycombing/ undulation found shall be rectify to match F3 class finish. 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. (Minimum Cement content :- 425 kg)

For Height 0.00 mt. to 5.00 mt.

29 63.00 Cum Providing and casting in-situ controlled cement concrete of M35 grade in pier cap, abutment cap, 5,383.56

RCC dirt walls etc. using 6 mm to 20 mm machine crushed well graded stone aggregate, sand of

approved quality, OPC 53 grade cement with contractor's own concrete mix design etc. complete as

per specification. The rate is inclusive of all materials, including necessary mixing in fully automatic

batch mix plant, transport, curing, vibrating, placing in position, scaffolding, staging, shuttering,

formworks, deshuttering carefully, making good the damages, fixing embedment, inserts, pockets,

wherever necessary, with all lead and lift with contractor's labour, tools & plants, machineries, as

required, with including cost of finishing equivalent to F3 type exposed concrete finish and form

mark. (Minimum Cement content :- 425 kg)

Item Estimated according to

estimated but Unit Description of Item in Brief

No. Rate (Rs.) estimated

quantities (Rs.)

30 17.00 Cum Providing and casting in-situ Reinforced Cement Concrete controlled cement concrete M:40 grade in 5,357.39

pedestals, seismic arrester etc. using 6 mm to 20 mm machine crushed well graded stone aggregate,

sand of approved quality, OPC 53 grade cement with contractor's own concrete mix design , etc.

complete as per specification. The rate is inclusive of all materials, including necessary mixing in

fully automatic batch mix plant, transport, curing, vibrating, placing in position, scaffolding, staging,

shuttering, formworks, deshuttering carefully, making good the damages, fixing embedment, inserts,

pockets, wherever necessary, with all lead and lift with contractor's labour, tools & plants,

machineries, as required, with including cost of finishing equivalent to F3 type exposed concrete

finish and form mark. (Minimum Cement content :- 440 kg)

31 720000.00 Cucm Providing and fixing in position fully moulded restrained Elastomeric Bearings as per detailed 0.89

32 13.00 M.T. Providing and fixing in position Fusion Bonded Epoxy Coated TMT Fe550D steel conforming to IS 81,135.60

1786 reinforcing bars of various diameters for Pier, Abutment wall, Sidewall, Retaining wall etc. as

per detailed designs and drawings and schedule including cutting, bending, hooking the bars, binding

with 18 SWG GI wires with cost of all labour, materials, tools, plants, equipments, supporting as required

with all lifts and leads etc. all complete as per specification and as directed by Engineer. (Providing anti-

corrosive treatment to TMT reinforcement with Fusion Bonded Epoxy Coating (FBEC)

Confirming to IS 13620:1993)

The rate includes for supply, loading, unloading, transporting to site, cutting, bending, hooking, placing,

tying in position with contractor's own binding wire, welding, forming reinf cage 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 shall not be included in the paying quantity.

2) Binding wire shall not be included in the paying quantity.

3) The work shall be done as per approved drawing.

4) No payment shall be made for laps & couplers.

Item Estimated according to

estimated but Unit Description of Item in Brief

No. Rate (Rs.) estimated

quantities (Rs.)

33 18.00 M.T. Providing and fixing in position Fusion Bonded Epoxy Coated TMT Fe550D steel conforming to IS 81,135.60

1786 reinforcing bars of various diameters for Pier cap, Abutment cap, Dirt wall, pedestals, seismic

restrainer as per detailed designs and drawings and schedule including cutting, bending, hooking the

bars, binding with 18 SWG GI wires with cost of all labour, materials, tools, plants, equipments,

supporting as required with all lifts and leads etc. all complete as per specification and as directed by

Engineer. (Providing anti-corrosive treatment to TMT reinforcement with Fusion Bonded Epoxy

Coating (FBEC) Confirming to IS 13620:1993)

The rate includes for supply, loading, unloading, transporting to site, cutting, bending, hooking, placing,

tying in position with contractor's own binding wire, welding, forming reinf cage 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 shall not be included in the paying quantity.

2) Binding wire shall not be included in the paying quantity.

3) The work shall be done as per approved drawing.

4) No payment shall be made for laps & couplers.

34 Providing and applying two coats of acrylic elastomeric coating (elastomeric membrane forming -

system with ant carbonation).It shall be Water based (Solvent Free) modified with selected mineral

filler applied over the prepared surface. The coating should have anti-carbonation and water vapor

diffusion property and should be resistant to action of Ultra Violet (UV) radiation. It should be water

proof and capable of bridging crazing and cracks with the dry film thickness (DFT) of each coat shall

not be less than 100 micron. Ant carbonation paint of makes as per list of approved make mentioned

in the tender. Item including Surface preparation, applying one coat of primer coat shall not be less

than 50 micron & make as per listed in the tender and also including all types of Scaffolding, safety

accessories, Labour, all materials lead, Lift tools plants, Taxes, Testing etc to execute the work as

directed etc complete for sub structure and superstructure components. Paints shall be Spray, brush,

roller applied and shall coin form to the following properties (conform to MORTH Sec-2808).

Item Estimated according to

estimated but Unit Description of Item in Brief

No. Rate (Rs.) estimated

quantities (Rs.)

1. Carbon dioxide diffusion equivalent air layer thickness (DIN EN 1062- 6)>100m -

2. Carbon dioxide diffusion resistance co-efficient ( DIN EN 1062-6)>105

3. Elongation of cured film shall be as per ASTM D 237098 >100%

4. Chloride Ion Diffusion (ASTM C 1202)=Zero penetration

5. Adhesion (ASTM D 4541)>2 N/mm2

6. Solar Reflectance Index (ASTM E 1980-11,EN 673-2011,EN 410-2011)>104

a. 440.00 Sqm For Substructure 368.38

b. 680.00 Sqm For Superstructure 368.38

35 100.00 Cum Sand Filling : Filling with coarse sand / Granular material upto 200 mm thick layer compacted, 453.60

obtained from outside, including watering, ramming well, consolidating, compacting and dressing

under approach slab etc. complete as directed by engineer in charge.

36 60.00 Sqm Providing and laying 600 mm thick filter media behind abutment as per detailed drawing & 1,168.65

specifications etc complete and as directed by engineer in charge.

37 60.00 Each Providing & laying weep hole in Abutments, and returns by using A.C. pipe of 100mm including 81.75

laying in proper grade and jointing the completed as per detailed specification.

38 22.00 Rmt Providing flood gauge marks on substructure as per design including painting complete as directed 147.42

by Engineer In-charge.

39 1350.00 Sqm Supplying and laying bi-axial extruded high modulus polypropylene geogrid having minimum 177.10

layer coefficient ratio as 1.3, junction efficiency not less than 90% and with 38 mm x 38 mm Mesh

opening. The roll size shall be 50.0 x 3.95 m, at easily accessible location including top and bottom,

with all leads and lifts, manpower and machinery, materials, labour etc. complete and as directed by

Engineer-In-Charge (MacGrid EG 30S)

Item Estimated according to

estimated but Unit Description of Item in Brief

No. Rate (Rs.) estimated

quantities (Rs.)

40 96.00 Cum Providing and casting in-situ or precast controlled cement concrete in grade M35 for Precast 7,511.64

concrete work in superstructure including centering, shuttering, curing, scaffolding ramming,

vibrating, finishing, launching or shifting complete. For Precast Main girder with, End &

Intermediate diaphragm girder. (Minimum Cement content :- 425 kg)

41 83.00 Cum Providing and casting in situ controlled cement concrete M35 for RCC work in super structure 5,447.86

Including centering, shuttering scaffolding, ramming, vibrating curing and finishing complete. (A) T-

Beam and Deck slab type of superstructure (I) Deck slab (Minimum Cement content :- 425 kg)

42 39.00 M.T. Providing and fixing in position Fusion Bonded Epoxy Coated TMT Fe550D steel conforming to IS 81,891.00

1786 reinforcing bars of various diameters for RCC Superstructure as per detailed designs and

drawings and schedule including cutting, bending, hooking the bars, binding with 18 SWG GI wires with

cost of all labour, materials, tools, plants, equipments, supporting as required with all lifts and leads etc.

all complete as per specification and as directed by Engineer. (Providing anti-corrosive treatment to

TMT reinforcement with Fusion Bonded Epoxy Coating (FBEC) Confirming to IS 13620:1993)

The rate includes for supply, loading, unloading, transporting to site, cutting, bending, hooking, placing,

tying in position with contractor's own binding wire, welding, forming the reinforcement cage 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 shall not be included in the paying quantity.

2) Binding wire shall not be included in the paying quantity.

3) The work shall be done as per approved drawing.

4) No payment shall be made for laps & couplers.

Item Estimated according to

estimated but Unit Description of Item in Brief

No. Rate (Rs.) estimated

quantities (Rs.)

43 100.00 M.T. Providing and carrying out load test on bridge deck with simulated loading including provision, 168.24

placing and removal of loading, supplying, fixing and removing deflection measuring instruments etc.

complete with platforms for fixing the instruments etc. complete as per the details supplied and

specification and as directed by Engineer and including submission of required results in triplicate

after satisfactory completion of the load test & LATEST IRC SP-51 Codal provisions.

44 53.00 Cum Providing and casting in-situ Reinforced Cement Concrete M40 grade controlled cement concrete in 5,080.86

Crash barrier for using 6 mm to 20 mm machine crushed well graded stone aggregate, sand of

approved quality, OPC 53 grade cement with contractor's own concrete mix design etc. complete as

per specification. The rate is inclusive of all materials, including necessary mixing in fully automatic

batch mix plant, transport, curing, vibrating, placing in position, 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. (Minimum Cement

content :- 440 kg)

45 44.00 Cum Providing and casting in situ controlled reinforced cement concrete M-30 for approach slab for 5,194.80

using 6 mm to 20 mm machine crushed well graded stone aggregate, sand of approved quality, OPC

53 grade cement with contractor's own concrete mix design etc. complete as per specification. The

rate is inclusive of all materials, including necessary mixing in fully automatic batch mix plant,

transport, curing, vibrating, placing in position, 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. (Minimum Cement content :- 410 kg)

Item Estimated according to

estimated but Unit Description of Item in Brief

No. Rate (Rs.) estimated

quantities (Rs.)

46 5.00 Cum Providing and casting in-situ Reinforced Cement Concrete M-30 grade controlled cement concrete in 4,923.84

Kerb, Pylon etc. using 6 mm to 20 mm machine crushed well graded stone aggregate, sand of

approved quality, OPC 53 grade cement with contractor's own concrete mix design etc. complete as

per specification. The rate is inclusive of all materials, including necessary mixing in fully automatic

batch mix plant, transport, curing, vibrating, placing in position, shuttering, formworks, deshuttering

carefully, making good the damages, fixing embedment, inserts, pockets, wherever necessary, with all

lead and lift with contractor's labour, tools & plants, machineries, as required with including cost of

finishing equivalent to F3 type exposed concrete and form mark. (Minimum Cement content :-

47 28.00 M.T. Providing and fixing in position Fusion Bonded Epoxy Coated TMT Fe550D steel conforming to IS 80,526.03

1786 reinforcing bars of various diameters for Approach Slab, Crash Barrier, Wearing Coat, Kerb as

per detailed designs and drawings and schedule including cutting, bending, hooking the bars, binding

with 18 SWG GI wires with cost of all labour, materials, tools, plants, equipments, supporting as required

with all lifts and leads etc. all complete as per specification and as directed by Engineer. (Providing anti-

corrosive treatment to TMT reinforcement with Fusion Bonded Epoxy Coating (FBEC)

Confirming to IS 13620:1993)

The rate includes for supply, loading, unloading, transporting to site, cutting, bending, hooking, placing,

tying in position with contractor's own binding wire, welding, forming the cage 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 shall not be included in the paying quantity.

2) Binding wire shall not be included in the paying quantity.

3) The work shall be done as per approved drawing.

4) No payment shall be made for laps & couplers.

48 18.00 Nos Providing and fixing 100 mm dia. G.I. Drainage spouts, including grating with suitable clean out 530.72

fixtures including all leads and lifts etc. complete as per specification, design & drawings and as

directed by Engineer.

Item Estimated according to

estimated but Unit Description of Item in Brief

No. Rate (Rs.) estimated

quantities (Rs.)

49 150.00 Sqmt Providing and filling in position Pre-Moulded Asphalt joint Filler 20 mm size as directed by Engineer- 732.15

50 90.00 Cum Providing and casting in situ controlled cement concrete M40 for 100 mm thick wearing coat laid 5,492.26

as directed including tamping, vibrating, finishing, curing and filling in joints with bitumen complete.

(Minimum Cement content :- 440 kg)

51 450.00 Sqm Milling the existing bituminous pavement up to a depth of 50 mm by milling machine in a single 66.86

cutting depth, to make a uniform surface without disturbing the base including diversion of traffic,

removing milled materials and disposal of milled material to an approved dumping yard (within

km lead) including loading and unloading, all leads and lift, fuel, lubricant charges etc complete.

52 165.00 Cum Earthwork for embankment including breaking clods, dressing with all lead and lift and including 167.76

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 3.0 KM. lead

53 Construction of granular Sub base using crusher run, spreading in uniform layers with motor grader -

on prepared surface mixing by mix in place method with front end loader at OMC and compacting

with vibratory roller to achieve the desired density, complete as per Clause 401. For all grade

132.00 Cum Production & Supply of GSB (Crusher Run) 1,694.80

132.00 Cum Laying of GSB (Crusher Run) 30.36

Item Estimated according to

estimated but Unit Description of Item in Brief

No. Rate (Rs.) estimated

quantities (Rs.)

54 324.00 Cum Construction of 150 mm thick dry lean cement concrete Sub- base over a prepared sub-grade with 2,448.00

coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm,

aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1,

cement content not to be less than 150 kg/ cum, optimum moisture content to be maintain during

construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant,

transported to site, laid with a paver compacting with 8-10 tonnes vibratory roller, finishing and

curing as per MoRTH clause

55 648.00 Cum Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base 6,318.97

with in M -40 grade of concrete with 43 grade cement , coarse and fine aggregate conforming to IS

maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per

approved mix design, transported to site and mechanically laid with a fixed form paver / Slip form

paver, spread, compacted and finished in a continuous operation including provision of contraction,

expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint

sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines

and grades as per drawing as per MoRTH clause

56 35.00 Sqm Road marking with hot applied thermoplastic paints with reflectorising glass beads on bitumen surface 364.08

providing and laying a hot applied thermoplastic compound 2.5 mm thick including reflectorising glass

beads @ 250gms per sqm area, thickness of 2.5mm is excluding of surface applied glass beds as per

IRC:35-2015. The finished surface to be level, uniform and free from streaks and holes. zebra patta

/bump patta lane/center line/ edge line/cut patta. The white colour 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 -

Warranty for the Retro reflectivity should be two years.

With hot applied thermoplastic paint for yellow edge line With hot applied thermoplastic paint for white

Item Estimated according to

estimated but Unit Description of Item in Brief

No. Rate (Rs.) estimated

quantities (Rs.)

57 32.00 Nos Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks Raised Pavement Markers made of 323.00

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

kgs. tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of

MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall

not exceed 20 mm, 130 mm and 130 mm and with minimum reflective area of 13 Sqcm on each side

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

cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the

body is to 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 colour of the marker should be as per the IRC 35-2015 and as directed by Engineer-in-charge.

58 2.00 Nos. Providing and fixing Swiss type bollard made out of 1.5mm CRC sheet ,height 140cms,bottom dia 3,732.96

23cm,top dia 12cm with direction plate of 30 cm dia fabricated necessary anchors as directed and

also provide through out length pipe of 25 NB for the stretching of bollard and reflectorised Micro

Prismatic Grade Sheet (Type XI)and three yellow strip 6 Inches wide of Type XI Retro reflective

Sheeting, fixing with P.C.C M25 grade concrete (Foundation size 30cm × 30cm × 35cm)

59 120.00 Sqm Providing and applying Synthetic Enamel Paint Alternate Black & Yellow on crash barrier and 81.00

Kerb with one coat of white primer of cement paint and two or more coat of paint including cleaning

all dust, dirt and other foreign matters with all material labour equipments with all leads and lifts etc.

60 80.00 Rmt Providing & laying approved make Double walled corrugated pipes (DWC) of polyethylene 95.00

(conforming to IS 14930 II) with necessary connecting accessories of same material at required depth

for laying of cable. below ground / road surface for enclosing cable and back filling the same to make

ground as per original. (For 90 mm O.D.)

Item Estimated according to

estimated but Unit Description of Item in Brief

No. Rate (Rs.) estimated

quantities (Rs.)

61 60.00 Rmt Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated 3,434.00

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)

SECTION - 2 Retroffiting of existing new bridge beside old bridge

62 17.00 Cum Dismantling of existing structures like culverts, bridges, retaining walls and other structure 877.28

comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding

wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking

the serviceable material with all lifts and lead of 1000 metres) All dismantled material is property of

contractor. (A) RCC Work

63 45.00 Cum Earth work in Excavation for pile caps in all categories of soils, such as sand, clay, murrum, gravel, 481.95

pebble, boulder, cobble, soft rock etc. as per specification for depth below ground level as mention.

The rate is inclusive of contractor's own machinery and equipment, labour, taxes, temporary works,

consumables. leading & lifting, shoring, strutting, timbering and buttressing with sand / clay bags and

all such measures necessary to retain in position the sides of foundation pit and including refilling the

approved excavated soil, clearing and carting excess earth as directed within site limit. The rate is

also inclusive of dewatering by manual or mechanical means, if require.

Soils of all types upto 3m depth including ordinary earth, sand dry/ wet soil, marine clay, boulders,

kankars, soft murrum, hard murrum etc.

Item Estimated according to

estimated but Unit Description of Item in Brief

No. Rate (Rs.) estimated

quantities (Rs.)

64 720.00 Sqm Removal of damaged concrete : - Removal of existing concrete along with loose damaged and 470.00

cracked concrete / cover concrete at all specified locations up to beyond the corroded steel

reinforcements by chipping / hacking with chisel and hammer or by mechanical means like chisel

hammer, pneumatic chippers including scaffolding, high pressure water jetting to chipped concrete

and reinforcement and removal and disposal of debris within owners premises incl all plant &

machineries. Hard concrete shall not be removed. However if the rebar is corroded, concrete around it

shall be removed. Depth of chipping will vary from 100 to 120 mm including spalled thickness

complete with labor, tools, machinery etc. all. as directed by Engineer-in-charge. The edges of the

repair locations should be saw cut to a depth of at least 10 mm to avoid feather edging and to provide

a square edge. Removal of dust, loose particles, algae growth etc. from concrete surface manually by

wire brush, mechanically or any other means to obtain a sound surface over areas other than above.

65 215.00 Sqm Rust Removal & Steel Protection :- Cleaning as directed & specified all corrosion / rust/ scales 830.00

from reinforcement bars using rust remover ReebaklensRR of Fosroc make or Rust clean of BASF or

equivalent of leaving to dry for 30 mins & washing surface with fresh water as required to exposed

reinforcement bars complete as specified also providing & applying inhibition coats / system to

exposed reinforcement bars after drying & also new bars after cleaning & removing scales and rust

completely as specified. Two component inhibitors Concresive ZRI equivalent material of BASF

make as approved by engineer shall be used as per manufacturers specification in two coats including

all labour tools tackles, necessary surface preparation & necessary protection after & during repair

66 720.00 Sqm Epoxy bonding agent of new concrete to old concrete The applied bond agent should possess min 524.00

properties as below: Shear Strength-@ 7 days 20 N/mm2 Flexural Strength-@7 days 35 N/mm2

Compressive Strength-@7 days 50 N/mm2 (The new repair mortar / concrete should be applied

within overlay time of epoxy bonding agent mentioned as per manufacturer's datasheets)

Item Estimated according to

estimated but Unit Description of Item in Brief

No. Rate (Rs.) estimated

quantities (Rs.)

67 110.00 Cum Providing and casting in-situ Reinforced Cement Concrete M25 grade controlled cement concrete for 5,069.77

Jacketing of pier, Abutments (pier and abutments shall be jacketed in single lift or as per direction of

Engineer in charge), etc. using 6 mm to 20 mm machine crushed well graded stone aggregate, sand of

approved quality, OPC 53 grade cement with contractor's own concrete mix design etc. complete as per

The rate is inclusive of all materials, including necessary mixing in fully automatic batch mix plant,

transport, curing, vibrating, placing in position, scaffolding, staging, shuttering, formworks, deshuttering

carefully, making good the damages, fixing embedment, inserts, pockets, wherever necessary, with all

lead and lift with contractor's labour, tools & plants, machineries, as required, with including cost of

finishing equivalent to F3 type exposed concrete and form mark.

Note:- Any honeycombing/ undulation found shall be rectify to match F3 class finish. 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. (Minimum Cement content :- 380 kg)

For Height 0.00 mt. to 5.00 mt.

68 5.00 M.T. Providing and fixing in position Fusion Bonded Epoxy Coated TMT Fe550D steel conforming to IS 81,135.60

1786 reinforcing bars of various diameters for Jacketing of Pier, Abutment wall, Sidewall, Retaining

wall etc. as per detailed designs and drawings and schedule including cutting, bending, hooking the bars,

binding with 18 SWG GI wires with cost of all labour, materials, tools, plants, equipments, supporting as

required with all lifts and leads etc. all complete as per specification and as directed by Engineer.

(Providing anti-corrosive treatment to TMT reinforcement with Fusion Bonded Epoxy Coating

(FBEC) Confirming to IS 13620:1993)

The rate includes for supply, loading, unloading, transporting to site, cutting, bending, hooking, placing,

tying in position with contractor's own binding wire, welding, forming reinf cage 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 shall not be included in the paying quantity.

2) Binding wire shall not be included in the paying quantity.

3) The work shall be done as per approved drawing.

4) No payment shall be made for laps & couplers.

Item Estimated according to

estimated but Unit Description of Item in Brief

No. Rate (Rs.) estimated

quantities (Rs.)

69 Providing and applying two coats of acrylic elastomeric coating (elastomeric membrane forming -

system with anti-carbonation).It shall be Water based (Solvent Free) modified with selected mineral

filler applied over the prepared surface. The coating should have anti-carbonation and water vapor

diffusion property and should be resistant to action of Ultra Violet (UV) radiation. It should be water

proof and capable of bridging crazing and cracks with the dry film thickness (DFT) of each coat shall

not be less than 100 micron. Anti-carbonation paint of makes as per list of approved make mentioned

in the tender. Item including Surface preparation, applying one coat of primer coat shall not be less

than 50 micron & make as per listed in the tender and also including all types of Scaffolding, safety

accessories, Labour, all materials lead, Lift tools plants, Taxes, Testing etc to execute the work as

directed etc complete for sub structure and superstructure components. Paints shall be Spray, brush,

roller applied and shall coin form to the following properties (conform to MORTH Sec-2808).

1. Carbon dioxide diffusion equivalent air layer thickness (DIN EN 1062- 6)>100m -

2. Carbon dioxide diffusion resistance co-efficient ( DIN EN 1062-6)>105

3. Elongation of cured film shall be as per ASTM D 237098 >100%

4. Chloride Ion Diffusion (ASTM C 1202)=Zero penetration

5. Adhesion (ASTM D 4541)>2 N/mm2

6. Solar Reflectance Index (ASTM E 1980-11,EN 673-2011,EN 410-2011)>104

730.00 Sqm For Substructure 368.38

70 250.00 Sqm Guniting concrete surface with cement mortar applied with compressor after cleaning surface and 768.00

spraying with epoxy complete as per Technical specification.(Reference to MORT&H's specification

71 12.00 Nos Providing and fixing 100 mm dia. G.I. Drainage spouts, including grating with suitable clean out 530.72

fixtures including all leads and lifts etc. complete as per specification, design & drawings and as

directed by Engineer.

Item Estimated according to

estimated but Unit Description of Item in Brief

No. Rate (Rs.) estimated

quantities (Rs.)

72 11.00 Cum Providing and casting in-situ Reinforced Cement Concrete M30 grade controlled cement concrete for 4,923.84

Kerb/Kerb blocks using 6 mm to 20 mm machine crushed well graded stone aggregate, sand of

approved quality, OPC 53 grade cement with contractor's own concrete mix design etc. complete as per

The rate is inclusive of all materials, including necessary mixing in fully automatic batch mix plant,

transport, curing, vibrating, placing in position, scaffolding, staging, shuttering, formworks, deshuttering

carefully, making good the damages, fixing embedment, inserts, pockets, wherever necessary, with all

lead and lift with contractor's labour, tools & plants, machineries, as required, with including cost of

finishing equivalent to F3 type exposed concrete and form mark.

Note:- Any honeycombing/ undulation found shall be rectify to match F3 class finish. 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. (Minimum Cement content :- 410 kg)

73 22.00 Cum Providing and casting in situ controlled cement concrete M40 for 100 mm thick wearing coat laid 5,492.26

as directed including tamping, vibrating, finishing, curing and filling in joints with bitumen complete.

(Minimum Cement content :- 440 kg)

74 20.00 Cum Providing and casting in-situ Reinforced Cement Concrete M40 grade controlled cement concrete in 5,080.86

Crash barrier for using 6 mm to 20 mm machine crushed well graded stone aggregate, sand of

approved quality, OPC 53 grade cement with contractor's own concrete mix design etc. complete as

per specification. The rate is inclusive of all materials, including necessary mixing in fully automatic

batch mix plant, transport, curing, vibrating, placing in position, 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. (Minimum Cement

content :- 440 kg)

Item Estimated according to

estimated but Unit Description of Item in Brief

No. Rate (Rs.) estimated

quantities (Rs.)

75 8.00 MT Providing and fixing in position Fusion Bonded Epoxy Coated TMT Fe550D steel conforming to IS 1786 80,526.03

reinforcing bars of various diameters for Approach Slab, Crash Barrier, Wearing Coat, Kerb as per

detailed designs and drawings and schedule including cutting, bending, hooking the bars, binding with

SWG GI wires with cost of all labour, materials, tools, plants, equipments, supporting as required with all

lifts and leads etc. all complete as per specification and as directed by Engineer. (Providing anti-corrosive

treatment to TMT reinforcement with Fusion Bonded Epoxy Coating (FBEC) Confirming to IS

The rate includes for supply, loading, unloading, transporting to site, cutting, bending, hooking, placing,

tying in position with contractor's own binding wire, welding, forming the cage 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 shall not be included in the paying quantity.

2) Binding wire shall not be included in the paying quantity.

3) The work shall be done as per approved drawing.

4) No payment shall be made for laps & couplers.

76 170.00 Sqm Providing and applying Synthetic Enamel Paint Alternate Black & Yellow on crash barrier and Kerb 81.00

with one coat of white primer of cement paint and two or more coat of paint including cleaning all

dust, dirt and other foreign matters with all material labour equipments with all leads and lifts etc.