CONSTRUCTION OF CREEK BRIDGE ON 30.0 M WIDE T.P. ROAD OF FINAL T.P.S. NO.37 (VARIAV) NEAR F.P.106 (RECREATIONAL) IN WEST ZONE (RANDER) AREA AT SURAT ON EPC BASIS (DESIGN, ENGINEERING, PROCUREMENT and CONSTRUCTION)

Construction of Creek Bridge on 30.0 m wide

T.P. road of Final T.P.S. no.37 (Variav) near

F.P.106 (Recreational) in West Zone (Rander) (To be Filled Online) (To be Filled Online)

area at Surat on EPC Basis (Design,

Engineering, Procurement & Construction)

I/We hereby tender for carrying out the above work as specified in the memorandum & under Price-Bid showing items of work to be

carried out within time specified therein and in accordance with all specifications, designs, drawings and instructions in writing

referred to in provisions under annexed conditions of contract under contract documents and agree that all materials of construction

in the work are to be procured by us. Should this tender be accepted, I/We hereby agree to abide by and fulfil all the terms and

provisions of the conditions of contract annexed thereto as fully applicable, and in default thereof, agree to forfeiture of and pay to

the client, the sums of Earnest money mentioned in the said conditions.

Sign, seal and adress of the contractor : Executive Engineer (Bridge Department)

Date : Surat Municipal Corporation.

SURAT MUNICIPAL CORPORATION.

[BRIDGE DEPARTMENT ]

Construction of Creek Bridge on 30.0 m wide T.P. road of Final T.P.S. no.37 (Variav) near F.P.106 (Recreational) in West Zone (Rander) area at Surat on EPC Basis (Design, Engineering, Procurement &

Construction)

INTERIM PAYMENT SCHEDULE

Item No. Item Description Unit Payment Terms

A PRELIMINARY WORKS 1.890%

Clearing and grubbing road land including uprooting rank vegetation

On Completion 30% on Approval of work (i.e.verification of

1 grass bushes,shrubs,sapling and trees girth up to 300 mm removal of 0.009% 70% on completion of work

of Item various test results etc.)

stumps of trees cut earlier and disposal of unserviceable materials

Carry out survey work using total station (1 second accuracy) for the

length and width of existing area & structures as decided by Engineer

in charge and additional length if 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,

centre 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,

70% on completion of Soil 30% on Submission and approval of Soil

2 BSNL section pillar / box, Torrent electrical boxes, including any 0.254% Lumpsump

investigation at Site. Investigation reports as required no. of copies.

number marked on them, road dividers, foot paths, culvert, Bridge,

etc. within construction area and additional areas / lengths if required.

Rate includes fixing TBM & necessary reference pillars, fixing

alignment at site, establishing bench mark, establishing foundation

layout, and pier coordinates, on ground, including submission of

longitudinal sections, cross sections, drawing report etc. of survey

work in three hard copies with soft copy in CD to Engineer-in charge

as directed for the Fly over bridge.

Demarkation of road alingment including marking out road line by

70% On Establishment of

providing and fixing wooden pegs or steel rod of required size at 30% on Submission and Approval of detailed

On Completion Benchmark and Completion

3 every 25 M to 50 M. including excavating trenches ion both sodes of 0.001% survey drawing with its AUTOCAD copy and

of Item of Topographic Survey at

0.30 m. x 0.30M. including supplying of labours and all materials for required no. of paper prints.

every work etc. complete.

Dismantling of Flexible Pavements (Dismantling of flexible

On Completion 30% on Approval of work (i.e.verification of

4 pavements and disposal of dismantled materials up to a lead of 1000 0.229% 70% on completion of work

of Item various test results etc.)

metres, stacking serviceable and unserviceable materials separately)

INTERIM PAYMENT SCHEDULE

Item No. Item Description Unit Payment Terms

Providing and installation of temporary barricades including

supplying, painting with fluorescent paint/white paint and fixing CGI

sheets 0.8mm thick of 1.8 m height and M.S. Posts angle 40 x 40 x

mm at 2.5 m c/c and dismantling the same after completion of work

and allowing for movement of traffic as per drawing and as per

instruction from Engineer in charge. Necessary arrangements shall be

made to divert the existing traffic in an unobstructed manner. Rate to

be inclusive of all materials, fabrication works, paint works, retro

reflective films/sticker, Blinkers, foundation works, transportation,

loading, unloading, installation, dismantling and inclusive of all taxes

and including the same design for providing openable gate. No extra 70% on completion of 30% on completion of work to be paid with final

5 0.366% Lumpsump

rental will be given to the contractor in case of any delays on his part Installation on prorata basis bill

for construction or due to any valid time limit extensions. Each

barricading sheet is to be numbered with a unique number. If shifting

of barricading is required with in the project boundary than

contractor should shift/relocate the same sheet/barricades as required

and no extra payment made for shifting/relocation. After the

completion of project, the ownership of barricading will remain with

the contractor. Barricading is to be cleaned as per the instruction of

Engineer in charge. (i.e., Temporary barricading will be property of

contractor after completion of work. Rate is only for providing

temporary work during construction work)

Dismentaling the existing structure including removing and stacking

On Completion 30% on Approval of work (i.e.verification of

6 the dismentelled materials as and where directed. 0.172% 70% on completion of work

of Item various test results etc.)

(A) R.C.C. work

INTERIM PAYMENT SCHEDULE

Item No. Item Description Unit Payment Terms

Carryout Geo-technical investigation work including drilling 150 mm

dia bore holes in all sorts of soil, ordinary rock and hard rock, upto

maximum depth as mentioned, collection undisturbed samples and

conduction standard penetration tests alternate at an interval of 1.5 to

2.0 m depth, conducting necessary laboratory tests for all type of

classification and determination of soil parameters if required,

including submission of report in three copies covering investigation 70% on completion of Soil 30% on Submission and approval of Soil

7 0.241% Lumpsump

data and recommendation for SBC and the pile capacity considering investigation at Site. Investigation reports as required no. of copies.

the design criteria, all per specification.

1) The rate is inclusive of submitting soil investigation report in three

sets in hard copy as well soft copies.

2) The rate is inclusive of all materials with contractor's labour, tolls

and plants, machineries, as required.

3) The rate is inclusive of all taxes including services tax.

Box cutting the road surface to proper slope and camber for making a

On Completion 30% on Approval of work (i.e.verification of

8 base for road work including removing the excavated stuff and 0.197% 70% on completion of work

of Item various test results etc.)

depositing on the road side slope as directed upto 50Mt.lead.

Removal of Unserviceable Soil with Disposal upto 1000 metres

(Removal of unserviceable soil including excavation, loading On Completion 30% on Approval of work (i.e.verification of

9 0.084% 70% on completion of work

anddisposal upto 1000 metres lead but excluding replacement by of Item various test results etc.)

suitable soil which shall be paid separately as per clause 305..)

Supplying and fixing necessary sign boards as per site

requirements/size as directed by engineer.

INTERIM PAYMENT SCHEDULE

Item No. Item Description Unit Payment Terms

Cautionary Warning Sign :-Providing and fixing sign boards made

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

Panel); size 90 x 90 x 90 cms. equilateral triangle as per design of

IRC-67-2012. Pre treated with phospheting process & acid etching;

coated with one coat of epoxy primer and two coats of best quality

epoxy paint ;reflectorised with Micro Prismatic Grade retro

refiectivesheeting of Type11 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.6mtr long stand post of 75 x 75 x 6mm /

65NB Circular MS Pipe as required and frame fabricated from

10% on Completion of Work to be paid with

10a suitable size iron angle of 35 x 35 x 3mm; painted with bestquality 0.015% Lumpsump 90% on Installation

final Bill

epoxy coatings in black and white bends. The details of symbol

foreach board shall be as per theinstruction of engineer in charge. The

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

each leg.including excavation, curing etc.complete under the

supervision of engineer in charge. A warranty for 10 years for the

Retro reflective sheeting from original manufacturer & a certified

copy of 3 year outdoor exposure test report from third party test lab

for the product offered shall be submitted by contractor. (A) Class-C

Type-11 Retro Reflective

INTERIM PAYMENT SCHEDULE

Item No. Item Description Unit Payment Terms

Direction (Junction) Sign :-Providing and fixing sign boards made

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

Panel); size 244x122 cms. rectangular as per design of IRC-67-2012.

Pre treated with phospheting process & acid etching; coated with one

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

;reflectorised with Micro Prismatic Grade retro refiectivesheeting of

Type-11 as per ASTM D-4956 and latest M.O.S.T. Specifications;

4.0mtr long (2 Nos.) stand post of 75 x 75 x 6mm / 65NB Circular

MS Pipe as required and frame fabricated from suitable size iron

10% on Completion of Work to be paid with

10b angle of 50 x 50 x 5mm; painted with bestquality epoxy coatings in 0.080% Lumpsump 90% on Installation

final Bill

black and white bends. The details of symbol foreach board shall be

as per theinstruction of engineer in charge. The fixing at site shall be

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

excavation, curing etc.complete under the supervision of engineer in

charge. A warranty for 10 years for the Retro reflective sheeting from

original manufacturer & a certified copy of 3 year outdoor exposure

test report from third party test lab for the product offered shall be

submitted by contractor. (A) Class-C Type-11 Retro Reflective

INTERIM PAYMENT SCHEDULE

Item No. Item Description Unit Payment Terms

Hazard Marker Sign :-Providing and fixing sign boards made out of

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

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

treated with phospheting process & acid etching; coated with one

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

;reflectorised with Micro Prismatic Grade retro refiectivesheeting of

Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications;

1.8mtr long stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as

required and frame fabricated from suitable size iron angle of 35 x

10% on Completion of Work to be paid with

10c x 3mm; painted with bestquality epoxy coatings in black and white 0.011% Lumpsump 90% on Installation

final Bill

bends. The details of symbol foreach board shall be as per

theinstruction of engineer in charge. The fixing at site shall be in

1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg.including

excavation, curing etc.complete under the supervision of engineer in

charge. A warranty for 10 years for the Retro reflective sheeting from

original manufacturer & a certified copy of 3 year outdoor exposure

test report from third party test lab for the product offered shall be

submitted by contractor. (A) Class-C Type-11 Retro Reflective

Providing flood gauge marks on substructure as per design including 28% on Approval of work (i.e.verification of 2 % to be paid along

11 0.002% - 70% on completion of work

painting complete. various test results etc.) with progress

70% on completion of Piling

Diversion of water course, providing coffer dam and bundoris and as 28% on Approval of work (i.e.verification of

Pro rata on per work at site, after getting 7 2 % to be paid along

12 may be necessary for foundation and maintaining the same for the 0.229% various test results etc.i.e 28 days cube result,

Nos. Basis days results satisfactory. on with progress.

period as may be necessary.(B) Diversion by cofferdam / Island steel testing etc all.

prorata basis

B Bridge Foundation 16.780%

Excavation for Structures (Earth work in excavation of foundationof

structures as per drawing and technical specification, including 70% on completion of work 28% on Approval of work (i.e.verification of

Pro rata on per 2 % to be paid along

13 setting out, construction of shoring and bracing, removal of stumps 0.718% and getting 7 days cube various test results etc.i.e 28 days cube result,

Nos. Basis with progress.

and other deleterious matter, dressing of sides and bottom and results satisfactory steel testing etc all.

backfilling with approved material.)

INTERIM PAYMENT SCHEDULE

Item No. Item Description Unit Payment Terms

Providing and laying in situ machine mixed M-15 grade bedding

70% on completion of work 28% on Approval of work (i.e.verification of

concrete in foundation / below pile cap including dewatering, Pro rata on per 2 % to be paid along

14 0.102% and getting 7 days cube various test results etc.i.e 28 days cube result,

shuttering, compacting, curing etc. complete true to level and position Nos. Basis with progress.

results satisfactory steel testing etc all.

as directed by Engineer and as per specification.

Empty boring through all sorts of strata for providing 1.0 Mt.

70% on completion of work 28% on Approval of work (i.e.verification of

diameter R.C.C. bored piles to required depth required depth Pro rata on per 2 % to be paid along

15 0.273% and getting 7 days cube various test results etc.i.e 28 days cube result,

including providing necessary casing pipe with all plants and Nos. Basis with progress.

results satisfactory steel testing etc all.

equipments as required complete.

Providing and casting in situ machine mixed controlled cement

concrete M-35 for RCC bored pile using Tremie Pipe including 70% on completion of work 28% on Approval of work (i.e.verification of

Pro rata on per 2 % to be paid along

16 necessary flushing, dewatering, formwork, transporting, compacting, 2.098% and getting 7 days cube various test results etc.i.e 28 days cube result,

Nos. Basis with progress.

vibrating,curing and finishing including all leads & lifts complete as results satisfactory steel testing etc all.

per detailed specifications. (Excluding Reinforcement)

Chipping and dressing of the RCC piles upto cut-off level as given in

70% on completion of work 28% on Approval of work (i.e.verification of

drawing including cleaning of reinforcement and removal of Pro rata on per 2 % to be paid along

17 0.090% and getting 7 days cube various test results etc.i.e 28 days cube result,

dismantled materials, etc. for providing pile caps as directed by Nos. Basis with progress.

results satisfactory steel testing etc all.

Engineer and as per specification. For any dia. size of RCC pile

PILE LOAD TEST

Carrying out load test on any pile as per standard procedure laid

down in the IS:2911 specification including construction of test cap, 50% on Completion of Pile load test and

On Completion 50% on completion Of

18 dismantling the cap after test and cleaning the site and maintaining 0.390% Approval of Report (i.e.verification of various

of Item Casting of test pile

complete records of load settlement as directed by Engineer and as test results etc.)

per specification, and submission of records.

INTERIM PAYMENT SCHEDULE

Item No. Item Description Unit Payment Terms

Performing Integrity Test (low strain) on all vertical pile. The item

shall include chipping of weak concrete at the top of pile, levelling,

bending of reinforcing bars, preparation of pile head including testing

with pile driving analyzer or approved equivalent. To be carried out

at least 15 days after concreting of piles. A specialist approved Pro rata on per

19 0.087% 100% On Completion & Approval and on submission of reports for that.

Agency shall be employed by the Contractor for the test. The test Nos. Basis

shall be carried out as per relevant IRC 78. The item is including

complete testing with approved apparatus, analysis of results and

conclusions including submission of test reports in three hard copies

with soft copy in CD.

Providing and installing 6 mm MS liner for bored-cast-in-situ

concrete piles including applying protective coating as per drawing

and specification and as directed by Engineer. Depth of Liner shall be

70% on completion of work 28% on Approval of work (i.e.verification of

minimum 2.0m from the bottom of the pile cap shall be require for Pro rata on per 2 % to be paid along

20 1.748% and getting 7 days cube various test results etc.i.e 28 days cube result,

successful execution of piling, whichever is more. If the liner is not Nos. Basis with progress.

results satisfactory steel testing etc all.

provided recovery will be done as per the SOR rates (Rs.

per MT) on which estimate prepared plus or minus premium as per

Providing and laying in-situ machine mixed RCC M-35 grade

Controlled Cement Concrete in foundations of piers, abutments,

70% on completion of work 28% on Approval of work (i.e.verification of

return wall,box return, pile caps etc.at any depth including centering, Pro rata on per 2 % to be paid along

21 2.036% and getting 7 days cube various test results etc.i.e 28 days cube result,

shuttering, mixing in mechanised batch mix plant, compaction, curing Nos. Basis with progress.

results satisfactory steel testing etc all.

and dewatering if necessary, excluding reinforcement as per

specification and as directed by Engineer.

Providing and applying one coat of zinc-rich epoxy primer and two

coats of coal tar epoxy paint of reqd. thickness as per specifications to

all concrete surfaces in contact with earth in foundation and 90% on application of paint

10% on Completion of Work to be paid with

22 substructure including all cost of material, labour, transportation and 0.039% Lumpsump satisfactorily at site as per

final Bill and on completion of all finishing,

preparing the surfaces by cleaning, washing, brushing, sand/grit Tender specifications.

blasting etc. complete as directed by Engineer and as per

specification. (Paint shall be got tested from approved laboratory).

INTERIM PAYMENT SCHEDULE

Item No. Item Description Unit Payment Terms

Providing and fixing in position Fe 500D TMT for R.C.C. bored

piles as per detailed drawing, including cutting, bending hooking 70% on completion of work 28% on Approval of work (i.e.verification of

Pro rata on per 2 % to be paid along

23 tying and welding complete and including forming the cage and 5.667% and getting 7 days cube various test results etc.i.e 28 days cube result,

Nos. Basis with progress.

lowering it in position. (up to 10 ton) results satisfactory steel testing etc all.

Providing and placing in position FE 500D bar reinforcement for

following items including cutting bending hooking and tying 70% on completion of work 28% on Approval of work (i.e.verification of

Pro rata on per 2 % to be paid along

24 complete as per detailed drawing.For well :- curb, staining, cap and 3.533% and getting 7 days cube various test results etc.i.e 28 days cube result,

Nos. Basis with progress.

RCC Raft. results satisfactory steel testing etc all.

C Bridge Sub Structure 7.059%

Providing and laying machine mixed M-35 grade Controlled cement

concrete for castin-situ piers, abutments and Box Return at any height

or depth as per approved design and drawings, with necessary 70% on completion of work 28% on Approval of work (i.e.verification of

Pro rata on per 2 % to be paid along

25 centering, shuttering, scaffolding, transporting, placing, compacting 1.546% and getting 7 days cube various test results etc.i.e 28 days cube result,

Nos. Basis with progress.

by mechanical vibrators, finishing, curing and casting as per drawing results satisfactory steel testing etc all.

etc. complete excluding reinforcement as directed by Engineer and as

per specification.

Providing and laying in situ machine mixed controlled M-35 grade

cement concrete for RCC Abutments Caps,Dirt walls etc. including

M:45 pedestals over piers and abutments including necessary 70% on completion of work 28% on Approval of work (i.e.verification of

Pro rata on per 2 % to be paid along

26 scaffolding formwork, centering, transporting, placing, compacting 0.905% and getting 7 days cube various test results etc.i.e 28 days cube result,

Nos. Basis with progress.

by mechanical vibrators, finishing and curing and casting, finishing at results satisfactory steel testing etc all.

any height or depth as per drawing etc. complete excluding

reinforcement, as directed by Engineer and as per specification.

Providing and laying in situ machine mixed controlled M-35 grade

cement concrete for RCC Abutments Caps,Dirt walls etc. including

M:45 pedestals over piers and abutments including necessary 70% on completion of work 28% on Approval of work (i.e.verification of

Pro rata on per 2 % to be paid along

27 scaffolding formwork, centering, transporting, placing, compacting 0.022% and getting 7 days cube various test results etc.i.e 28 days cube result,

Nos. Basis with progress.

by mechanical vibrators, finishing and curing and casting, finishing at results satisfactory steel testing etc all.

any height or depth as per drawing etc. complete excluding

reinforcement, as directed by Engineer and as per specification.

INTERIM PAYMENT SCHEDULE

Item No. Item Description Unit Payment Terms

Providing & fixing in position HYSD (Thermo mechanically treated

bars ) TMT Fe500D steel bars of various diameters for all RCC

works in Foundations, Pier, Abutment wall,box wall, Abt.cap, Dirt

wall,sidewall,Retaining wall, Pedestals as per detailed design &

70% on completion of work 28% on Approval of work (i.e.verification of

drawings and schedule including cutting, bending, hooking the bars, Pro rata on per 2 % to be paid along

28 3.906% and getting 7 days cube various test results etc.i.e 28 days cube result,

binding with 18 SWG GI wires and supporting as required with all Nos. Basis with progress.

results satisfactory steel testing etc all.

lifts and leads etc. complete including cost of all labour, materials,

tools, plants, equipments etc. all complete as directed by Engineer

and as per

specifications.

Providing and applying anti carbonation, antifading, mold resistant,

heat insulating and 100% acrylic breathable decorative external

waterproof coating of approved shade having viscosity @ room

temperature by Ford cup No. B-4 (dilute 2 parts of product with I part

of water) 18 to 30 sec. pH of 7.00 to 10.00 and specific gravity @ 90% on application of paint

10% on Completion of Work to be paid with

29 Room temperature 1.30+0.1, tested for carbon dioxide diffusion 0.118% Lumpsump satisfactorily at site as per

final Bill and on completion of all finishing,

resistance properties for coating materials and coating systems for Tender specifications.

exterior masonry and concrete as per DIN EN 1062-6 (2002-2010)

by a NBA Grade "A" accredited institution.

(Abutment, Abutment Cap, Dirt wall, Return wall,

Pedestals)

Supplying, fitting and fixing in position true to line and level

POTPTFE bearing consisting of a metal piston supported by a disc or

unreinforced elastomer confined within a metal cylinder, sealing

rings, dust seals, PTFE surface sliding against stainless steel mating 25% on Fixing at Site as per detailed drawings

Pro rata on per 75% on Supplying items duly

30 surface, completre assembly to be of cast steel/fabricated structural 0.562% and on submission of back to back guarantee as

Nos. Basis tested by authority

steel, metal and elastomer elements to be as per IRC: 83 part-I & II per tender.

respectively and other parts conforming to BS: 5400, section 9.1 &

9.2 and clause 2006 of MoRTH Specifications complete asper

drawing and approved technical specifications.

INTERIM PAYMENT SCHEDULE

Item No. Item Description Unit Payment Terms

D Bridge Super Structure 9.281%

Providing and casting in situ or precast controlled Cement Concrete

M-45 for prestressed concrete work in Super structure including

31 centering, shuttering, curing, scaffolding, ramming, vibrating, 70 % on casting of Girder, 28% on completion of required stressing and

finishing, lauching or shifting complete.(I) Solid Slab. (II) Deck Slab. Pro rata on per 2 % to be paid along

and getting 7 days cube launching of girders and verification of various

(III) Main Girders.(IV) Diaphragm or cross girder. Nos. Basis with progress.

results satisfactory test results etc.)

PSC Main Girder 1.460%

RCC Cross Girder 0.150%

Deck Slab 1.386%

Providing & fixing in position HYSD (Thermo mechanically treated

bars ) TMT Fe500D steel bars of various diameters for all RCC

works in solid slab type super structure as per detailed design &

drawings and schedule including cutting, bending, hooking the bars,

32 70 % on casting of Girder, 28% on completion of required stressing and

binding with 18 SWG GI wires and supporting as required with all Pro rata on per 2 % to be paid along

lifts and leads etc. complete including cost of all labour, materials, and getting 7 days cube launching of girders and verification of various

Nos. Basis with progress.

tools, plants, equipments etc. all complete as directed by Engineer results satisfactory test results etc.)

and as per specifications.

Main PSC Girder 3.574%

RCC Cross Girder 0.367%

Deck slab with Cantilever Section 1.697%

Providing and fixing in position to exact profile high tensile steel

wires of required ultimate strength including bending, cutting, tying 70 % on casting of Girder, 28% on completion of required stressing and

Pro rata on per 2 % to be paid along

33 providing necessary standard and anchorages, sheathing, stressing, 0.105% and getting 7 days cube launching of girders and verification of various

Nos. Basis with progress.

grouting, ducts as per detailed drawing including necessary plant and results satisfactory test results etc.)

machinery complete.

Providing and carrying out load test on bridge deck with simulated

loading including provision, placing and removal of loading,

supplying, fixing and removing deflection measuring instruments etc.

On Completion

34 complete with platforms for fixing the instruments etc. complete as 0.051% 100% on Approval of test and on submission of report duly approved.

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.

INTERIM PAYMENT SCHEDULE

Item No. Item Description Unit Payment Terms

Providing and fixing in position Strip Seal Type Expansion Joint (for

2 % to be paid along

movement of 40mm) as per detailed drawing MORTH specification.

with progress after

The rate is inclusive of supplying, fixing with contractor's own Pro rata on per 75% on Supply of materials

35 0.381% 23% on Fixing at Site as per detailed drawings producing

materials, equipments, machineries, labour, transport, testing, bolts, Nos. Basis duly tested by Authoirty

Performance

socket tubes, neoprene sheet/cap etc. complete. The rate is finished

item complete and will be paid after fixing in all respect.

Providing and applying anti carbonation, antifading, mold resistant,

heat insulating and 100% acrylic breathable decorative external

waterproof coating of approved shade having viscosity @ room

temperature by Ford cup No. B-4 (dilute 2 parts of product with I part 90% on application of paint

10% on Completion of Work to be paid with

36 of water) 18 to 30 sec. pH of 7.00 to 10.00 and specific gravity @ 0.112% Lumpsump satisfactorily at site as per

final Bill and on completion of all finishing,

Room temperature 1.30+0.1, tested for carbon dioxide diffusion Tender specifications.

resistance properties for coating materials and coating systems for

exterior masonry and concrete as per DIN EN 1062-6 (2002-2010)

by a NBA Grade "A" accredited institution.

E Misc Work 21.340%

Providing and laying Mineral Water proofing Membrane 4mm -

SUPER SHIELD BRIDGE PROTEK (App Membranefor bridge

70% on completion of work 28% on Approval of work (i.e.verification of

decks polyester and FG reinfoeced ), Include water-based primer Pro rata on per 2 % to be paid along

37 0.315% and getting 7 days cube various test results etc.i.e 28 days cube result,

(SUPER PRIMER) Including Gas Torchingoverlapping of membrane Nos. Basis with progress.

results satisfactory steel testing etc all.

for complete scope of work including all requisite

material,consumables and service.

Providing & casting in situ controlled cement concrete M-30 for

average 75 mm thick wearing coat laid as directed including tamping, 70% on completion of work 28% on Approval of work (i.e.verification of

Pro rata on per 2 % to be paid along

38 vibrating, finishing curing & filling in joint by as may be directed by 0.252% and getting 7 days cube various test results etc.i.e 28 days cube result,

Nos. Basis with progress.

engineer in charge & as per the detials specification by VDS / Trimix results satisfactory steel testing etc all.

excluding cost of reinforcement.

Providing and casting RCC in minimum M-40 controlled concrete

Crash Barriers as per detailed drawings including necessary

scaffolding, centering, formwork, mixing in machine, transporting,

Pro rata on per 30% on Approval of work (i.e.verification of

39 placing, compacting, finishing, curing, etc. complete including 0.813% 70% on completion of work

Rmt. Basis various test results etc.)

providing and fixing of inserts if any with all leads and lifts as per

drawing & specification and as directed by Engineer, excluding

reinforcement.

INTERIM PAYMENT SCHEDULE

Item No. Item Description Unit Payment Terms

Provision of an Reinforced cement concrete new jersey crash barrier

at the medians, constructed with Reinforced cement concrete with

HYSD reinforcement conforming to confirming MoRT&H

specifications and as per details given IRC:119 (Fig.26) including

Pro rata on per 30% on Approval of work (i.e.verification of

40 dowel bars 25 mm dia, 450 mm long at expansion joints filled with 1.289% 70% on completion of work

Rmt. Basis various test results etc.)

pre-moulded asphalt filler board etc., as per approved drawing and at

locations directed by the Engineer, all as specified. (Area-0.243

Sqm./Meter, Single Face)

M40 Grade Concrete

Providing and fixing in position (Thermo mechanically Treated bars)

TMT Fe-550D reinforcing bars of various diameters for the above all

RCC works as per detailed designs and drawings and schedule

including cutting, bending, hooking the bars, binding with 18 SWG Pro rata on per 30% on Approval of work (i.e.verification of

41 15.909% 70% on completion of work

GI wires with cost of all labour, materials, tools, plants, equipments, Rmt. Basis various test results etc.)

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

specification and as directed by Engineer. (Approach slab, Crash

Painting Two Coats on New Concrete Surfaces (Painting two coats 90% on application of paint

10% on Completion of Work to be paid with

42 after filling the surface with synthetic enamel paint in all shades on 0.227% Lumpsump satisfactorily at site as per

final Bill and on completion of all finishing,

new plastered concrete surfaces) For inner face of crash barrier Tender specifications.

Providing and applying anti carbonation, antifading, mold resistant,

heat insulating and 100% acrylic breathable decorative external

waterproof coating of approved shade having viscosity @ room

temperature by Ford cup No. B-4 (dilute 2 parts of product with I part 90% on application of paint

10% on Completion of Work to be paid with

43 of water) 18 to 30 sec. pH of 7.00 to 10.00 and specific gravity @ 0.263% Lumpsump satisfactorily at site as per

final Bill and on completion of all finishing,

Room temperature 1.30+0.1, tested for carbon dioxide diffusion Tender specifications.

resistance properties for coating materials and coating systems for

exterior masonry and concrete as per DIN EN 1062-6 (2002-2010)

by a NBA Grade "A" accredited institution.

INTERIM PAYMENT SCHEDULE

Item No. Item Description Unit Payment Terms

Providing and laying Double Walled corrugated Pipes (DWC) of

Polyethylene (conforming to IS:14930-II) of 50 mm O.D. / 38 mm

I.D. with fittings and necessary connecting accessories of same Pro rata on per 30% on Approval of work (i.e.verification of

44 0.036% 70% on completion of work

material at required depth for laying cable below footpath slab etc. Rmt. Basis various test results etc.)

complete as per specification and as directed by Engineer in charge.

two rows in each cash barrier, 1 for power, 1 for smart pole cable

Provding C.I. 100mm diameter water spouts including necessary iron 30% on Approval of work (i.e.verification of

45 0.014% Lumpsump 70% on Installation

gratings as per drawings. various test results etc.)

Providing and casting in situ ordinary cement concrete concrete M-

On Completion 30% on Approval of work (i.e.verification of

46 150 for approach slab including formwork curing and finishing 0.154% 70% on completion of work

of Item various test results etc.)

Providing and casting in situ controlled cement concrete concrete M-

On Completion 30% on Approval of work (i.e.verification of

47 30 for approach slab including formwork curing and finishing 0.344% 70% on completion of work

of Item various test results etc.)

Providing, fitting and fixing mild steel railing complete as per Pro rata on per 30% on Approval of work (i.e.verification of

48 1.577% 70% on completion of work

drawing and Technical Specification Rmt. Basis various test results etc.)

Providing and laying chequered precast concrete tiles 22mm thick

with aggregate of sizes upto 6mm in floors treads of steps and landing

30% on Approval of work (i.e.verification of

49 on 20mm thick bed of C.M. 1:6 (1 cement : 6 sand) or L.M. 1:1.5 (1 0.056% Lumpsump 70% on Installation

various test results etc.)

Lime putty : 1.5 sand) jointed with neat cement slurry with pigments

to match the shade of the tiles.

Providing, laying and jointing in true line and level 160 diametre

U.P.V.C (Type B) conforming to IS 13592-1992 with one end plain

and other end socketed with rubber ring, & fittings conforming to ISI

14735-1999 of approved make for drainage system pipe line, pipe

shall be jointed with each other with rubber lubricant, pipe shall be 30% on Approval of work (i.e.verification of

50 0.091% Lumpsump 70% on Installation

fixed on wall using of PVC clamp of the size 160 mm diametre x 210 various test results etc.)

mm length x 196 mm heigh at every 2000 mm center to center or

shall be concealed in walls as directed including necessary fittings

such as bends, shoes etc. including testing of pipes and joints and

jointed with adhesive solvent cement including cost of all materials.

INTERIM PAYMENT SCHEDULE

Item No. Item Description Unit Payment Terms

F Solid Approach with Retaining Wall 41.630%

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

etc. including shoring, strutting dewatering as necessary and On Completion 30% on Approval of work (i.e.verification of

51 1.072% 70% on completion of work

disposing of the excavated stuff as directed.(A) Depth upto 3.0 M. of Item various test results etc.)

and lead upto 100m for 10 Cum

Embankment Construction with Material Obtained from Borrow Pits

(Construction of embankment with approved material obtained from

On Completion 30% on Approval of work (i.e.verification of

52 borrow pits with all lifts and leads, transporting to site, spreading, 0.845% 70% on completion of work

of Item various test results etc.)

grading to required slope and compacting to meet requirement of

table 300-2)

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix

in foundation with crushed stone aggregate 40 mm nominal size On Completion 30% on Approval of work (i.e.verification of

53 0.672% 70% on completion of work

mechanically mixed, placed in foundation and compacted by of Item various test results etc.)

vibration including curing for 14 days.)

Plain/Reinforced cement concrete in open foundation complete as per

On Completion 30% on Approval of work (i.e.verification of

54 drawing and technical specifications RCC Grade M35 With Batching 7.741% 70% on completion of work

of Item various test results etc.)

Plant, Transit Mixer and Concrete Pump

Plain/Reinforced cement concrete in sub-structure complete as per

On Completion 30% on Approval of work (i.e.verification of

55 drawing and technical specifications RCC Grade M35 Height upto 2.903% 70% on completion of work

of Item various test results etc.)

5m With Batching Plant, Transit Mixer and Concrete Pump

Providing and laying of Filter media with granular materials/stone

crushed aggregates satisfying the requirements laid down in clause

2504.2.2. of MoRTH specifications to a thickness of not less than

On Completion 30% on Approval of work (i.e.verification of

56 600 mm with smaller size towards the soil and bigger size towards 0.627% 70% on completion of work

of Item various test results etc.)

the wall and provided over the entire surface behind abutment, wing

wall and return wall to the full height compacted to a firm condition

complete as per drawing and Technical Specification.

Providing and filling sand behind abutments and between returns in On Completion 30% on Approval of work (i.e.verification of

57 0.140% 70% on completion of work

layers as directed of Item various test results etc.)

Providing weep holes in Brick masonry/Plain/Reinforced concrete

abutment, wing wall/return wall with 100 mm dia AC pipe,

10% on Completion of Work to be paid with

58 extending through the full width of the structure with slope of 1V 0.082% Lumpsump 90% on Installation

final Bill

:20H towards drawing foce. Complete as per drawing and Technical

specifications

INTERIM PAYMENT SCHEDULE

Item No. Item Description Unit Payment Terms

Providing and fixing in position (Thermo mechanically Treated bars)

TMT Fe-550D reinforcing bars of various diameters for the above all

RCC works as per detailed designs and drawings and schedule

including cutting, bending, hooking the bars, binding with 18 SWG On Completion 30% on Approval of work (i.e.verification of

59 14.096% 70% on completion of work

GI wires with cost of all labour, materials, tools, plants, equipments, of Item various test results etc.)

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

specification and as directed by Engineer. (Approach slab, Crash

Earth work in embankment for subgrade and shoulders by using

mechanical means with approved material AS HARD MURRUM /

QUARRY SPALL having 4 days soaked CBR equal to or more than

8%, laying in layers not exceeding 250 mm loose, breaking clods,

On Completion 30% on Approval of work (i.e.verification of

60 dressing to the required lines, curves, grades, watering to OMC and 3.555% 70% on completion of work

of Item various test results etc.)

compacting to 97% modified Proctor density with vibratory rollers

having minimum 80 - 100 KN staticweight including all lobour,

equipments charges & tests required to be carriedout with all leads

and lifts etc. complete.

Providing and laying Granular Sub Base (drainage layer)

conforming to grading V of table 400-1 of compacted

thickness of 150 mm with specified graded stone metal

and sand mixed in pugmill and laid with mechanical means

On Completion 30% on Approval of work (i.e.verification of

61 spreading with mototr graded and compacting with 2.047% 70% on completion of work

of Item various test results etc.)

vibratory roller having minimum 80-100 kN static weight

to achieve desired density of 98 % of MDD including all

materials, labour, machinery with all leads and lifts etc.

Providing and laying Wet Mix Macadam with paver

finisher in specified thickness, each layer not exceeding

150 mm compacted thickness including premixing in

WMM plant with well graded crushed stone aggregate,

On Completion 30% on Approval of work (i.e.verification of

62 with watering and spreading by mechanical means to 2.636% 70% on completion of work

of Item various test results etc.)

required profile and compacting by vibratory roller of

minimum 80-100 kn static weight to achieve desired

density of 98 % of MOD including all material, labour,

machinery with all leads and lifts etc.

INTERIM PAYMENT SCHEDULE

Item No. Item Description Unit Payment Terms

Supplying and applying Slow Setting-1 (SS-I) bitumen

emulsion confirming to IS 8887, for application of prime

coat over Wet Mix Macadam at the rate of 0.85 kg per

On Completion 30% on Approval of work (i.e.verification of

63 Sq.Meter area, including all materials, labour, 0.402% 70% on completion of work

of Item various test results etc.)

machinery,test with all leads and lifts etc., complete as per

details in tender specification & as directed by engineer in

Supplying and applying Rapid Setting-1 (RSI) bitumen

emulsion confirming to IS 8887, for application of Tack

coat before application of binder course at the rate of

On Completion 30% on Approval of work (i.e.verification of

64 kg. per Sq. Meter area, including all materials, labour, 0.143% 70% on completion of work

of Item various test results etc.)

machinery, tests required to be carried out with all leads

and lifts etc., complete as per details in tender

specification & as directed by engineer in charge.

Providing and laying Dense Graded Bituminous Macadam

as per gradation and bitumin for mixing shall be as arrived

from mix design, provided in no case it shall be less than

4.5 % for grade II by wt. of total mix as binder by batch mix

type hotmix plant and laying by sensor paver finishing

On Completion 30% on Approval of work (i.e.verification of

65 including provididng and operating plant, sensor paver 2.793% 70% on completion of work

of Item various test results etc.)

and machinery, cost of fuel, oil lubricant and labour

charges including cost of aggregate and filler (if found

required as per mix design) etc complete (But including

cost of providing bitumin and excluding cost of applying

tack coat emulsion.)

Providing and laying 50 mm thick compacted Bituminous

Concrete using aggregates as per gradaiton and

percentage of bitumin for mixing shall be as arrived from

mix design, provided in no case bitumin percentage shalll

be less than 5.2 % for grade I by wt. of total mix as binder

On Completion 30% on Approval of work (i.e.verification of

66 by batch mix type hot mix plant and laying by rollers as 1.875% 70% on completion of work

of Item various test results etc.)

specified including providing and operating plant, sensor

paver and machinery, cost of fuel, oil, lubricant and labour

charges including cost of aggregate and filler (if found as

per mix design) etc. complete (including cost of providing

bitumin and excluding cost of applying tack coat emulsion)

INTERIM PAYMENT SCHEDULE

Item No. Item Description Unit Payment Terms

G Road Furniture Items 1.560%

Road Marking with Hot Applied Thermoplastic Compound with

Reflectorising Glass Beads on Bituminous Surface (Providing and

laying of hot applied thermoplastic compound 2.5 mm thick

90% on application of 10% on Completion of Work to be paid with

67 including reflectorising glass beads @ 250 gms per sqm area, 0.082% Lumpsump

marking as per Tender final Bill

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.)

Solar Stud: Supplying of Solar Raised Pavement Markers made of

polycarbonate molded body with circular shape, solar powered, LED

self illumination in active mode, 360 degree illumination and

reflective panels with micro prismatic lens capable of providing total

internal reflection of the light entering the lens face in passive mode.

The marker shall support a load of 20000 kg tested in accordance to

ASTM D 4280. The marker should be resistant to dust and water

ingress according to IP 65 standards and should withstand

temperatures in the range of 0 C to 70 C. Color of lighting could be

provided in red or yellow (amber) as per requirement and typical

10% on Completion of Work to be paid with

68 frequency of blinking is 1 Hz. There should be current losses of less 0.256% Lumpsump 90% on Installation

final Bill

than 20 micro-amperes at 2.4 V in sleep-charging mode to enhance

the life of the marker and a full charge should provide for a minimum

autonomy of 50 hours. The height, width and length of the marker

shall not be less than 10 mm x 100 mm x 100 mm. Also, the surface

diameter of the marker shall not be less than 100 mm respectively.

The weight of the marker shall not exceed 0.5 Kilograms. 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 complete as directed by the engineer. (3M or

Equivalent Brand)

INTERIM PAYMENT SCHEDULE

Item No. Item Description Unit Payment Terms

Providing and fixing of 4 mm thk ACP Takti or SS Takti with

minimum Size of 4' x 3' on RCC/Decorative pylons or directed by

client along with Water Proof Mandap of minimum Size 100'x100',

75 Nos of VIP Chairs, 15 Nos of VIP Sofa including necessary On completion of

69 1.222% 90% on completion of work. 10% of Approval of work

electric fixtures like fan,cooler,lighting arrangement, D.G Sets etc as item

per site requirement and required to make it functional or as directed

by Engineer In charge for Functions of Khat Muhurt and Lokarpan

Vidhi/Vidhies of above work.

H Street Lighting 0.459%

Street Lighting (Providing and erecting street light mounted on a steel

circular hollow pole of standard specifications for street lighting, 9 m

On completion of 10% on Completion of Work to be paid with

70 high spaced 40 m apart, 1.8 m overhang on both sides if fixed in the 0.459% 90% on Installation

item final Bill

median and on one side if fixed on the footpath, fitted with sodium

vapour lamp and fixed firmly in concrete foundation.)

TOTAL 100.000%

Note : 1. The above percentages shall be applicable for making payment to the contractor. No change shall be entertained in the above payment terms.

2. The above items descriptions are to facilitate interim payments to the contractor. This does not absolve the contractor of his responsibility of executing any items which may be required for the successful

completion of the work as per the General Arrangement Drawing, Scope of work, Specifications, Conditions of Contract and Codal Requirements.

3. Any further break up in the items for payment purpose shall be done as per Estimate prepared and approved by Surat Municipal Corporation.

4. In case of disputes regarding further breakup of payment of any items, decision of the client shall be final and acceptable by the contractor

Sign, seal and address of the contractor: Executive Engineer (Bridge Department)

Date: Surat Municipal Corporation