Construction of Fly Over Bridge at Silverstar Junction in Chandlodiya, Ahmedabad Municipal Corporation, Ahmedabad on EPC Basis. (Design, Engineering, Procurement and Construction)

Figures (Rs.) Words (Rupees)

Construction of Fly Over Bridge at ₹ 39,32,42,252.49 Thirty Nine Crore Thirty

Silverstar Junction in Chandlodiya, Two Lakh Forty Two

Ahmedabad Municipal Corporation, Thousand Two Hundred

Fifty Two and Forty Nine

Ahmedabad on EPC Basis. (Design,

Paise only.

Engineering, Procurement and

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, own designs, own drawings and instructions in writing referred to in provisions under

annexed conditions of contract under contract documents and agree that all equipments, labour,

machinery, all safety provisions, traffic control and movement, and materials for demolition 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.

I/we hereby submit our bid and offer a bid price

Total Amount (Rs.)

Total Amount (Rs.)

Sign, seal and adress of the contractor : Addl. City Engineer

Ahmedabad Municipal Corporation.

Construction of Fly Over Bridge at Silverstar Junction in Chandlodiya, Ahmedabad

Municipal Corporation, Ahmedabad on EPC Basis. (Design, Engineering,

Procurement and Construction)

1 The project envisages Design and Construction as detailed in the scope of work. For guidance

of bidders outline drawings showing the general arrangement contemplated by the employer

are attached in Volume-I. However tender is to be awarded only on the Contractor’s own

design complying with the various requirements indicated in the bid documents as well as in

the chapter on design criteria.

2 The typical outline drawings enclosed are to be taken as indicative except for certain salient

parameters, obligatory requirements etc. which have been specified in bidding data in Vol - I.

These outlines also specify the minimum acceptable mix, specification and sizes of different

components and the Contractor’s design shall provide for comparable specifications and in any

case not inferior to those for corresponding components. If various items and activities as per

scope of work of the tender document are not found to be included in Contractor’s technical

proposal, drawings and technical note, then the lump sum offer quoted by the Contractor shall

be presumed to be inclusive of all such items, specifications and activities as per scope of work

in the tender document. No extra payment shall be paid for the same.

3 The bidder must quote his offer at the specified space in the PRICE BID both in words and

figures. The price bid should be submitted online.

4 The offer quoted shall except in so far as it is otherwise provided under the contract, include

all constructional plant, labour, supervision, all construction materials, all leads and lifts,

erection, maintenance, insurance, profits, taxes (excluding GST) , octroi, royalties and duties

together with all general risks, liabilities and obligations set out or implied in the contract.

Materials to be used in embankments and unserviceable materials to be disposed should be

with all leads and lifts. The offer quoted shall inclusive of all as per scope of work, and item of

5 In case of any discrepancies between provisions stated in the scope of work and those covered

by the technical specifications / drawings, the provisions in the scope of work shall have

preference.

6 The bidders shall quote his offer in Indian Rupees only.

7 The price quoted for the job shall be deem to cover entire cost of material, labour, plants,

equipments, enabling works, overheads, Profits and all that is required to complete the intents

and purpose of the contract without any additional payment called for.

8 The rates quoted by the Contractor must be inclusive of all taxes prevailing on due date of bid

submission except GST. However, any subsequent changes in the tax structure by

Government after due date of bid submission will be compensated (+/-) on availability or

submission of actual documentation. Contractor will have to intimate Engineer regarding

changes occurred in the tax structure after bid submission. If the contractor fails to provide

such information and if any financial obligation may arise due to change in tax structure, same

will be recovered from the contractor. GST will be paid separately on the bills. Hence, it is the

responsibility of the contractor to pay the GST to the concerned Authority.

AHMEDABAD MUNICIPAL CORPORATION.

[BRIDGE PROJECT]

Construction of Fly Over Bridge at Silverstar Junction in Chandlodiya, Ahmedabad Municipal Corporation, Ahmedabad on EPC Basis.

(Design, Engineering, Procurement and Construction)

Estimated Cost of Project (Put to Tender) : Rs.

BILLING SCHEDULE

Item No. Item Description Unit Payment Terms

1 Establishment of Camp at Site - Site office, Store, Batching Plant, 0.081 60% on establishment of 20% of Completion of All 20% After Completion of

Labour Camp including clearing of site and dismantling of structures, Camp site , Cleaning, dismantaling at Required site work.

pavements, Streetlights, Laying of water supply/drainage/storm water

line, which may foul with the work. etc. including stacking and

transportation of the same. Clearing the site including all debris after

completion of work.

2 Carryout soil investigation work including drilling 150 mm dia bore 0.412 Pro rata on per Rmt. 70% on completion of work 30% on Submission and

holes in all sorts of soil, ordinary rock and hard rock, up to maximum Basis Approval of soil Investigation

depth as mentioned, collection undisturbed samples and conduction Report,

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

data and recommendation for SBC and the pile capacity considering

the design criteria, all per specification.

3 Marking of the centre line along longitudinal axis and etc with total 0.003 70% On Establishment of 30% on detailed survey

station theodolite including making drawings and providing all soft Benchmark and Completion drawing with its AUTOCAD

copies as directed by engineer in charge. of Topographic Survey and copy and required no. of

soil inv at site. paper prints.

3A BIM-integrated Digital Construction Management Solution for AMC 0.305 Pro rata on per set 90% on satisfactorily at site 10% on Completion of Work

Projects: Basis as per Tender specifications. to be paid with final Bill

Contractor must deploy a Digital construction management solution

(software) during construction stage that includes the following

components:

1. Cloud-based Construction Management – accessible on common

browsers like Google Chrome, Firefox, etc.

BILLING SCHEDULE

Item No. Item Description Unit Payment Terms

3B Carrying out subsurface utility survey using GPR/EPL precise 0.279 Pro rata on per set 90% on satisfactorily at site 10% on Completion of Work

surveys for detection of buried utilities like waterpipes, sewerpipes, Basis as per Tender specifications. to be paid with final Bill

gas pipe lines, oil pipe lines, electric cables, telecom/OFC cables etc.

upto 10m depth from the ground level.

4 Providing and maintaining Barricading with blinkers & Retro 0.586 Lumpsump 70% on completion of 30% on completion of work to

Reflective Film as per enclosed drawing including shifting as per site Installation on prorata basis be paid with final bill

condition or as instructed by Engineer in charge (Barricades to

remain property of contractor)

BILLING SCHEDULE

Item No. Item Description Unit Payment Terms

5 FOUNDATION

A Carrying out Initial Pile Load Test as per approved drawing and 0.299 Lumpsump 50% on completion of 50% on Completion of Pile

specifications Casting of test pile load test and Approval of

For each catagory of pile Minimum 01 (one) test Report (i.e.verification of

various test results etc.)

B Providing Pile foundation including Diversion of Water way by 19.375 Pro rata on per Nos. 70% on completion of Piling 28% on Approval of work 2 % to be paid along with

Creation of Bund, empty Boring, Driving of Liner with protective Basis work at site, after getting 7 (i.e.verification of various test progress.

coating to required length, Providing Reinforcement, Concreting of days results satisfactory. on results etc.i.e 28 days cube

Pile, Chipping of Pile, polumer slurry including all activities required prorata basis result, steel testing etc all.

as per approved design and specifications. [Depth of Liner shall be

minimum 5.0m and as required for successful execution of piling,

whichever is more. If the liner is not provided recovery will be

done as per SOR plus or minus premium as per quoted rate by

contractor in accordance with the tender. Pile in concrete grade

C Routine Dynamic Pile Load Tests (2% of the Piles in Nos) 0.076 Pro rata on per Nos. 100% On Completion & Approval and on submission of

Basis reports for that.

D Pile integrity Test ( On every Pile ) 0.066 Pro rata on per Nos. 100% On Completion & Approval and on submission of

Basis reports for that.

E Providing Pile cap including excavation, PCC, RCC & 7.485 Pro rata on per Nos. 70% on completion of work 28% on Approval of work 2 % to be paid along with

Reinforcement as per approved designs and specifications. Pilecap in Basis and getting 7 days cube (i.e.verification of various test progress.

concrete grade M40 results satisfactory results etc.i.e 28 days cube

result, steel testing etc all.

F Cutting of bitumen cores and locating underground pipeline by 0.334 Pro rata on per Nos. 70% on completion of work 30% on Approval of work

drilling boreholes as numbers required and including all trials , using Basis

augur boring , Soil Samplers, tools & tackles etc. required to execute

the job including all cores, drilled boreholes, All Labours, tool plants

and removing and stacking of serviceable material and disposal of

unserviceable material as directed by engineer incharge .

BILLING SCHEDULE

Item No. Item Description Unit Payment Terms

6 SUBSTRUCTURE

A Providing RCC Pier, RCC Abutment & Pier Protection work 1.122 Pro rata on per Nos. 70% on completion of work 28% on Approval of work 2 % to be paid along with

including concrete, reinforcement and any other items required as per Basis and getting 7 days cube (i.e.verification of various test progress.

approved designs and specifications . Substructure in concrete grade results satisfactory results etc.i.e 28 days cube

M50 result, steel testing etc all.

B Providing pier cap, Abut cap, pedestal, seismic restrainers and 5.116 Pro rata on per Nos. 70% on completion of work 28% on Approval of work 2 % to be paid along with

reinforcement including steel dowels bars, Required Anchor bolts for Basis and getting 7 days cube (i.e.verification of various test progress.

anti uplift arrangement as per approved designs and specifications. results satisfactory results etc.i.e 28 days cube

Piercap/abut cap in concrete grade M50 & Pedestals and seismic result, steel testing etc all.

restrainters in M50

C Providing RCC Retaining wall including concrete, reinforcement, 1.100 Pro rata on per Rmt. 70% on completion of work 28% on Approval of work 2 % to be paid along with

filter media, weep holes, expansion joints ,Granular material etc. Basis and getting 7 days cube (i.e.verification of various test progress.

complete as per drawing and specifications results satisfactory results etc.i.e 28 days cube

result, steel testing etc all.

D Providing Elastomeric Bearings including Manufacture, Supply 0.695 Pro rata on per Nos. 75% on Supplying items duly 25% on Fixing at Site as per

and Installation. Basis tested by authority detailed drawings and on

submission of back to back

guarantee as per tender.

BILLING SCHEDULE

Item No. Item Description Unit Payment Terms

7 SUPER STRUCTURE

A Providing, Casting in Yard , Transporting , Launching RCC(If 18.502 Pro rata on per Nos. 70 % on casting of Girder, 28% on completion of 2 % to be paid along with

permitted)/PSC Superstructure in minimum M-50 Grade or as Basis and getting 7 days cube required stressing and progress.

approved by R&B Design Circle including PSC girders , Box , results satisfactory launching of girders and

Slabs, also including casting yard, casting bed, concrete, verification of various test

Reinforcement, Prestressing Strands and complete anchorage system, results etc.)

HDPE sheathing, grouting, seismic arresters, prestressing, shifting,

transporting, launching, staging, Formwork shuttering, deshuttering,

carefully, making good the damages, with all lead and lift with

contractor’s labour, tools & plants, machineries, as required, with

Exposed concrete, finishing etc. including all items and activities

required to complete the item as per approved design and

specifications.

B Providing concreting & reinforcement of cast-in-situ Solid slab, 6.985 Pro rata on per Nos. 70 % on completion of work 28% on Approval of work 2 % to be paid along with

Deck slab, Diaphragm minimum M-40 Grade or as approved by Basis (casting of Solid Slab) (i.e, verification of various test progress.

R&B Design circle including transporting, staging, Formwork results etc.)

shuttering,deshuttering, carefully, making good the damages with all

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

required with exposed concrete finishing etc. all times and activities

required as per approved design and specifications.

C Providing and Installation Strip Seal type Expansion Joints, Deck 0.214 Pro rata on per Nos. 75% on Supply of materials 23% on Fixing at Site as per 2 % to be paid along with

continuity arrangement & asphalt filler joints as per approved Design, Basis duly tested by Authoirty detailed drawings progress after producing

Drawings and Specifications. Performance Guarantee

D Carry out Superstructure Load test as per approved Design, Drawing 0.026 100% on Approval of test and on submission of report duly

and Specifications. approved.

E Providing RCC Anticrash barrier and Cetral verge/New Jersey type 2.303 Pro rata on per Rmt. 70% on completion of work 30% on Approval of work

Crash barrier in M40 including providing and fixing M.S anchor Basis (i.e.verification of various test

plates for fixing street light poles, Parapet wall, Kerb e including results etc.)

reinforcement as per approved Design, Drawing and Specifications.

F Providing RCC Approach Slab in M40 including reinforcement 0.140 Pro rata on per Nos. 70 % on completion of work 28% on Approval of work 2 % to be paid along with

including all items required as per approved design, drawing and Basis (casting of Approach Slab) (i.e, verification of various test progress.

specifications. results etc.)

BILLING SCHEDULE

Item No. Item Description Unit Payment Terms

G Providing DWC Pipes of Required size (Diameter as decided by 0.049 Pro rata on per Rmt. 70% on completion of work 30% on Approval of work

engineer in charge ) in RCC anti crash barrier, Central verge for the Basis (i.e.verification of various test

entire length of bridge and approaches as per approved drawing and results etc.)

specifications and as per AMC requirement.

H Providing Flexible Wearing coat of 60 mm DBM + 40 mm PMB, 2.536 Pro rata on per MT. 70% on completion of work 28% on Approval of work 2 % to be paid along with

VG40 , wearing coat laid as directed including tamping, vibrating, Basis (i.e.verification of various test progress

finishing curing & 6 mm to 8 mm thick Bituminous painting as may results etc.)

be directed by engineer in charge & as per the details specification.

I Providing and laying in position of uniform thickness, 3mm thick 0.515 Pro rata on per sqm 70% on completion of work 30% on Approval of work

polymer water proofing membrane over deck. This item is including Basis (i.e.verification of various test

all materials, labour, equipment, transportation, cleaning deck surface results etc.)

, including all leads and lifts etc. completeas per specifications and as

directed by Engineer.

J Supplying, fabrication, assembling of all types of steel girders of 9.274 Pro rata on per Nos. 20 % Proctronet of steel plate, 25 % on Fabricated girder 5 % to be paid along with

specified spans with structural steel conforming to Quality "B0" Basis & 20 % on Fabrication work arrived at site, 10 % after progress.

Grade Designation E350 GR conforming to IS:2062-2011, erection / compelted on factory launching of Girder, 20 %

slewing / end launching of steel girders with cranes or any other after complection of Deck

approved launching methods as per site conditions (not requiring Slab, (i.e, verification of

traffic block) on substructure including provision of trolley refuges various test results etc.)

etc., complete as per approved QAP and drawings conforming to IRS-

B1-2001 and other relevant codes and specifications. With Deck

K Chemical Anchor : Supplying, Drilling/ Cleaning hole and injecting 0.020 Pro rata on per Nos. 75% on Supply of materials 23% on Fixing at Site as per 2 % to be paid along with

Hilti make chemical or equivalent with the help of Hilti dispenser, Basis duly tested by Authoirty detailed drawings progress after producing

into a hole of dia & depth as per manufacturer/structural consultant's Performance Guarantee

specification and fixing rebars of the required diameter subsequently.

Fixing methodology to be followed as per manufacturers

guidelines.Rate shall be inclusive of all material with epoxy grouting,

labour, necessary scaffolding etc complete for all height as directed

by engineer in charge.

12.921 Pro rata on per Rmt 70% on completion of work 28% on Approval of work 2 % to be paid along with

Road Works- Box Cutting, Earthwork, GSB, DLC, PQC,

8 Basis (i.e.verification of various test progress

etc. all to execute above items. results etc.)

BILLING SCHEDULE

Item No. Item Description Unit Payment Terms

9 Miscellaneous Items

A Providing and fixing 100 mm dia. G.I. Drainage spouts, as per 0.026 Lumpsump 70% on Installation 30% on Approval of work

MOST Drg. No. SD/303 including grating with suitable clean out (i.e.verification of various test

fixtures including all leads and lifts, Providing and fixing U-PVC results etc.)

pipe conforming IS-13592 (Type-A) of approved make for Rain

water as Longitudinal Runner pipe conduits below deck slab

vertically on piers upto ground level etc. including cost of all

materials, labour fixing in true line and level, including bends, tees,

shoe, fixtures, specials etc. as per specification, design & drawings

and as directed by Engineer.

B Providing and fixing various diameter PVC longitudinal runner pipe 0.118 Lumpsump 70% on Installation 30% on Approval of work

conduits including cost of all materials, labour, fixing in true line and (i.e.verification of various test

level, including bends, fixtures, specials etc. complete with all lifts results etc.)

and leads etc. as per specifications and as directed by Engineer.

C Providing and fixing RCC Pylons on either side bridge including one 0.004 Pro rata on per Nos. 75% on Installation 25% on Completion of Work

coat of approved primer and two coats of textured mat paint for Basis to be paid with final Bill

exposed surface of pylons as per approved drawing and

specifications.

D Providing and applying one coat of zinc-rich epoxy primer and two 0.115 Lumpsump 90% on application of paint 10% on Completion of Work

coats of coal tar epoxy paint of reqd. thickness as per specifications satisfactorily at site as per to be paid with final Bill and

to all concrete surfaces in contact with earth in foundation of Tender specifications. on completion of all

substructure including all cost of material, labour, transportation and finishing,

preparing the surfaces by cleaning, washing, brushing, sand / grit

blasting etc. complete as directed by Engineer and as per

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

E Providing and applying two coats of Anti-Carbonation Paint (ACP) 1.217 Lumpsump 90% on application of paint 10% on Completion of Work

with the dry film thickness (DFT) of each coat shall not be less than satisfactorily at site as per to be paid with final Bill and

100 micron, Anti-Carbonation Paint (ACP) of makes as per tender Tender specifications. on completion of all

and shade/colour as approved by Engineer-in-charge, surface finishing,

preparation, applying primer coat as per the makes listed in the

tender, including all type 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 (Pier (Pile cap to

Pier cap), Pier Cap, abutment, abutment cap, dirt wall,

pedestals, seismic arrester , Return/Retaining wall) and Super

Structure components.

BILLING SCHEDULE

Item No. Item Description Unit Payment Terms

F Providing and applying Synthetic Enamel Paint Alternate Black & 0.050 Lumpsump 90% on application of paint 10% on Completion of Work

Yellow on crash barrier and Kerb with one coat of white primer of satisfactorily at site as per to be paid with final Bill and

cement paint and two or more coat of paint including cleaning all Tender specifications. on completion of all

dust, durt and other foriegn matters with all material labour finishing,

equipments with all leads and lifts etc. complete.

G Providing and applying Road Markings with hot applied 0.173 Lumpsump 90% on application of 10% on Completion of Work

thermoplastic compound as per approved thickness. marking as per Tender to be paid with final Bill

H Providing, supplying and fixing necessary sign boards of Retro

Reflective type as below :

(a) Information sign boards 0.014 Lumpsump 90% on Installation 10% on Completion of Work

to be paid with final Bill

(b) Cautionary Sign boards 0.013 Lumpsump 90% on Installation 10% on Completion of Work

to be paid with final Bill

(c) Mandatory and Directional Sign boards 0.081 Lumpsump 90% on Installation 10% on Completion of Work

to be paid with final Bill

(d) Flexible Median Marker 0.007 Lumpsump 90% on Installation 10% on Completion of Work

to be paid with final Bill

(e) Swiss type bollard 0.019 Lumpsump 90% on Installation 10% on Completion of Work

to be paid with final Bill

I Providing and fixing Cat Eyes (MMC Nail less)/Road studs as per 0.057 Lumpsump 90% on Installation 10% on Completion of Work

approved specifications. (for carriageway edges at 1 0m c/c) along to be paid with final Bill

the length bridge.

J Supplying and fixing road sign board of MS Plates and angle iron 0.038 Lumpsump 90% on Installation 10% on Completion of Work

including painting, lettering, etc. complete including excavation, etc. to be paid with final Bill

complete as per IRC type design - Reflective Type.

K Fabricating, supply and erecting in position Standard Structural steel 0.215 Pro rata on per Rmt 70% on completion of work. 30% of Approval of work

sections conforming to IS 2062 for railing , skywalk, stair, or other Basis

works using ISMB, ISA, ISMC, MS plate, flat, square bars, pipe,

square pipe, rectangular sections, square section, tube, etc. including

welding, cutting, wastage, etc. complete. The rate is inclusive of

welding rod, supply & fixing of correct size nut, bolts, washers,

including one primer coat of red lead paint conforming IS:102 Zinc

chromate paint conforming to IS:104 followed by two coat of

by engineer incharge, with all contractor's materials, labour, tools &

plants, in bolted/welded construction as directed by Engineer-in

Charge. The waste cut pieces shall not be included in the paying

quantity. The work shall be done as per drawing and specification.

The work shall be carried out as per IS:800, IS:816

BILLING SCHEDULE

Item No. Item Description Unit Payment Terms

L Brick work using common burnt clay building bricks having crushing 0.101 Pro rata on per cum 70% on completion of work. 30% of Approval of work

strength not less than 35 kg. / sq. cm. in foundation and plinth in Basis

cement mortar 1:6 ( 1 - Cement : 6 - fine sand )

M Providing 20 mm thick cement plaster in single coat on single or half 0.008 Pro rata on per sqm 70% on completion of work. 30% of Approval of work

brick wall for interior plastering upto floor two level and finished Basis

even and smooth in (ii) cement mortar 1 : 4 ( 1 - cement : 4 - sand )

N Providing 15 mm thick cement plaster in single coat for interior 0.003 Pro rata on per sqm 70% on completion of work. 30% of Approval of work

plastering upto floor two level finished even and smooth in cement Basis

mortar 1:6 (1cement : 6sand) On fair side brick/concrete wall.

O Providing and casting in-situ Reinforced Cement Concrete M-35 0.098 Pro rata on per rmt 70% on completion of work. 30% of Approval of work

grade controlled cement concrete in Kerb, Pylon using 6 mm to 20 Basis

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.

P Art Paint & Digital Paint on Pier, Piercap & Return Wall as 0.186 Lumpsum 90% on application of paint 10% on Completion of Work

instructed by Engineer in-charge to successfully execute completed satisfactorily at site as per to be paid with final Bill and

items. Tender specifications. on completion of all

finishing,

Q Providing and Carrying out and submission of Photographs (Min 0.079 Pro rata on per set 90% on satisfactorily at site 10% on Completion of Work

2592 x 1944 pixels, Min 5 MP) and HD Video (min. 1920 x 1080 Basis as per Tender specifications. to be paid with final Bill

pixels) , shooting of the project progress on monthly basis

R Paver Block in Footpath, Praking block, Pier Protection (Min M35 1.451 Pro rata on per Sqm. 70% on completion of work 28% on Approval of work 2 % to be paid along with

Concrete grade) with PCC & all labour, equipments, materials, Basis and getting 7 days cube (i.e.verification of various test progress.

machinery, etc as instructed by Engineer in-charge to successfully results satisfactory results etc.i.e 28 days cube

execute completed items. result, steel testing etc all.

S Precast Kerb, Central Verge (Min M25 Grade) in all labour, 0.721 Pro rata on per rmt 70% on completion of work 28% on Approval of work 2 % to be paid along with

equipments, materials, machinery, etc as instructed by Engineer in- Basis and getting 7 days cube (i.e.verification of various test progress.

charge to successfully execute completed items. results satisfactory results etc.i.e 28 days cube

result, steel testing etc all.

BILLING SCHEDULE

Item No. Item Description Unit Payment Terms

T Providing and fixing rubber speed breakers (with polyurethane 0.047 Pro rata on per Rmt. 70% on completion of work 30% on Approval of work

binder) of size 500mm x 350mm x 50mm lining with 8 no of cat eyes Basis (i.e.verification of various test

per piece Including intermediate and end members as per results etc.)

manufacturer's specifications or supplier's specifications and as

directed by engineer in charge. Weight of speed breaker approximate

15 Kg/Rmt and weight capacity 20 Tons with high impact resistance

and brutal weather condition. Speed breaker shall be fixed with grout

(min 8 holes for fixing per piece) and as per manufacturer's

specification. Sample shall be approved by engineer in charge.

U Providing and making Tree pit. It includes excavation upto 600 mm 0.047 Pro rata on per Nos. 70% on completion of work 30% on Approval of work

depth including removal of the debris, Size of the pit is 1000 mm dia. Basis (i.e.verification of various test

Hume pipe of 900 mm dia NP2 class with 500 mm height to be results etc.)

placed in the excavated pit and outside area of the Hume pipe to be

filled with the good quality earth completed as directed by Engineer-

in-Charge. Hume pipe shall be filled with the garden soil,( 10Kg/ per

Tree pit of Vermi Compost or mixture of decade neem cake and

tobaco powder). upto required depth and remaining bottom part shall

be filled with good soil completed as directed by Engineer-in-

Charge. Rate includes rate of hume pipe, garden soil with Vermi

Compost or mixture of decade neem cake and tobaco powder , good

V Providing and fixing pre-cast sloping concrete kerb stone of gray 0.022 Pro rata on per Nos. 70% on completion of work 30% on Approval of work

cement based concrete block 1000x300x150 mm thick with 2.5MPa Basis (i.e.verification of various test

bending stregth at 28 days. of M250 grade concret as per approved results etc.)

design and including excavation for fixing in proper line and

level,filling the joint with C:M 1:3 (1cement:3fine sand) etc complete.

10 Redevelopment of Complete Junction as per Architectural drawing 0.276 Lumpsum 70% on completion of work. 30% of Approval of work

& as directed by engineer incharge.

11 UTILITY WORK 2.814 Lumpsum 70% on completion of work. 28% of Approval of work 2 % to be paid along with

(Upto Water supply line 300 mm & Drainage/Strom water Line 600 Final Bill

All required utilities shall be shifted to a new location or shall be

completely relaid at new location shown and as instructed by

Engineer in-charge including construction of Manholes, catchpits,

Pipes, etc all. to execute completed items.

BILLING SCHEDULE

Item No. Item Description Unit Payment Terms

12 ELECTRICAL & LIGHTING WORK 1.181 Lumpsum 70% on completion of work. 28% of Approval of work 2 % to be paid along with

All required electrical utility shifted on new location or new Final Bill

Electrical/Lighting work shall be provided with all labour,

equipments, materials, machinery, testing, etc as instructed by

Engineer in-charge to successfully execute completed items.

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 Ahmedabad 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: Addl. City Engineer

Date: Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION.

[BRIDGE PROJECT]

Construction of Fly Over Bridge at Silverstar Junction in Chandlodiya, Ahmedabad Municipal Corporation, Ahmedabad on EPC Basis. (Design, Engineering, Procurement and Construction)

Estimated Cost of Project (Put to Tender) : Rs.

BILLING SCHEDULE

Item No. Item Description Total % Unit Payment Terms

1 Establishment of Camp at Site - Site office, Store, Batching Plant, 0.081 318803.267 0.081 60% on establishment of 20% Of Completion of All 20% After Completion of

Labour Camp including clearing of site and dismantling of structures, Camp site , Cleaning, dismantaling at Required site work.

pavements, Streetlights, Laying of water supply/drainage/storm water

line, which may foul with the work. etc. including stacking and

transportation of the same. Clearing the site including all debris after

completion of work.

Clearing

Dismentaling RCC + BRICK+STR. STEEL

Dismentaling (CC BLOCK)

Dismentaling (KERB/DIVIDER)

Dismentaling & REMOVING SIGN BOARD

2 Carryout soil investigation work including drilling 150 mm dia bore 0.412 0.412 Pro rata on per Rmt. 70% on completion of 30% on Approval of work

holes in all sorts of soil, ordinary rock and hard rock, up to maximum Basis work

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

data and recommendation for SBC and the pile capacity considering

the design criteria, all per specification.

confirmatory bore

3 Marking of the centre line along longitudinal axis and etc with total 0.003 0.003 70% On Establishment of 30% on Submission and

station theodolite including making drawings and providing all soft Benchmark and Approval of soil Investigation

copies as directed by engineer in charge. Completion of Report, detailed survey

Topographic Survey and drawing with its AUTOCAD

soil inv at site. copy and required no. of

paper prints.

Survey work

Item No. Item Description Total % Unit Payment Terms

3A BIM-integrated Digital Construction Management Solution for AMC 0.305 0.305 Pro rata on per set 90% on satisfactorily at 10% on Completion of Work

Projects: Basis site as per Tender to be paid with final Bill

Contractor must deploy a Digital construction management solution specifications.

(software) during construction stage that includes the following

components:

1. Cloud-based Construction Management – accessible on common

browsers like Google Chrome, Firefox, etc.

2. A dedicated Mobile Application – officially available on both

Android and iOS App Stores.

3. BIM Support – Must have a dedicated BIM viewer with task

linking capabilities for real-time 4D visualisation etc. complete as

directed by engineer-in-charge.

3B Carrying out subsurface utility survey using GPR/EPL precise 0.279 0.279 Pro rata on per set 90% on satisfactorily at 10% on Completion of Work

surveys for detection of buried utilities like waterpipes, sewerpipes, Basis site as per Tender to be paid with final Bill

gas pipe lines, oil pipe lines, electric cables, telecom/OFC cables etc. specifications.

upto 10m depth from the ground level.

4 Providing and maintaining Barricading with blinkers & Retro 0.586 2304588.893 0.586 Lumpsump 70% on completion of 30% on completion of work

Reflective Film as per enclosed drawing including shifting as per site Installation on prorata to be paid with final bill

condition or as instructed by Engineer in charge (Barricades to basis

remain property of contractor)

Barricadding

Blinker

Retro reflective film/ sticker

Item No. Item Description Total % Unit Payment Terms

5 FOUNDATION

A Carrying out Initial Pile Load Test as per approved drawing and 0.299 1176077.679 0.299 50% on completion Of 50% on Completion of Pile

specifications Casting of test pile load test and Approval of

For each catagory of pile Minimum 01 (one) test Report (i.e.verification of

various test results etc.)

Initial Pile Load Test

B Providing Pile foundation including Diversion of Water way by 19.375 76192196.741 19.375 Pro rata on per Nos. 70% on completion of 28% on Approval of work 2 % to be paid along with

Creation of Bund, empty Boring, Driving of Liner with protective Basis Piling work at site, after (i.e.verification of various test progress.

coating to required length, Providing Reinforcement, Concreting of getting 7 days results results etc.i.e 28 days cube

Pile, Chipping of Pile, polumer slurry including all activities required satisfactory. on prorata result, steel testing etc all.

as per approved design and specifications. [Depth of Liner shall be basis

minimum 5.0m and as required for successful execution of piling,

whichever is more. If the liner is not provided recovery will be

done as per SOR plus or minus premium as per quoted rate by

contractor in accordance with the tender. Pile in concrete grade

Empty Boring of 1200 mm

Empty Boring of 1000 mm

Empty Boring of 750 mm

Pile Concrete

MS linear

Steel for Pile

Chipping

polymer Slurry

C Routine Dynamic Pile Load Tests (2% of the Piles in Nos) 0.076 298964.286 0.076 Pro rata on per Nos. 100% On Completion & Approval and on submission of

Basis reports for that.

Routine Pile load test

D Pile integrity Test ( On every Pile ) 0.066 260024.107 0.066 Pro rata on per Nos. 100% On Completion & Approval and on submission of

Basis reports for that.

E Providing Pile cap including excavation, PCC, RCC & 7.485 29432370.517 7.485 Pro rata on per Nos. 70% on completion of 28% on Approval of work 2 % to be paid along with

Reinforcement as per approved designs and specifications. Pilecap in Basis work and getting 7 days (i.e.verification of various test progress.

concrete grade M40 cube results satisfactory results etc.i.e 28 days cube

result, steel testing etc all.

Excavation of Earthwork

Excavation of asphalt / RCC

Reinforcement

F Cutting of bitumen cores and locating underground pipeline by 0.334 1311697.140 0.334 Pro rata on per Nos. 70% on completion of 30% on Approval of work

drilling boreholes as numbers required and including all trials , using Basis work

augur boring , Soil Samplers, tools & tackles etc. required to execute

the job including all cores, drilled boreholes, All Labours, tool plants

and removing and stacking of serviceable material and disposal of

unserviceable material as directed by engineer incharge .

Item No. Item Description Total % Unit Payment Terms

6 SUBSTRUCTURE

A Providing RCC Pier, RCC Abutment & Pier Protection work 1.122 4411265.900 1.122 Pro rata on per Nos. 70% on completion of 28% on Approval of work 2 % to be paid along with

including concrete, reinforcement and any other items required as per Basis work and getting 7 days (i.e.verification of various test progress.

approved designs and specifications . Substructure in concrete grade cube results satisfactory results etc.i.e 28 days cube

M50 result, steel testing etc all.

Reinforcement

B Providing pier cap, Abut cap, pedestal, seismic restrainers and 5.116 20119364.653 5.116 Pro rata on per Nos. 70% on completion of 28% on Approval of work 2 % to be paid along with

reinforcement including steel dowels bars, Required Anchor bolts for Basis work and getting 7 days (i.e.verification of various test progress.

anti uplift arrangement as per approved designs and specifications. cube results satisfactory results etc.i.e 28 days cube

Piercap/abut cap in concrete grade M50 & Pedestals and seismic result, steel testing etc all.

restrainters in M50

Pier Cap RCC & PSC

Stressing

Pedestal RCC

Pier Cap Reinforcement

Pedestal Reinforcement

C Providing RCC Retaining wall including concrete, reinforcement, 1.100 4326388.661 1.100 Pro rata on per Rmt. 70% on completion of 28% on Approval of work 2 % to be paid along with

filter media, weep holes, expansion joints ,Granular material etc. Basis work and getting 7 days (i.e.verification of various test progress.

complete as per drawing and specifications cube results satisfactory results etc.i.e 28 days cube

result, steel testing etc all.

Concrete

Filter Media

Weep holes

Granular material

D Providing Elastomeric Bearings including Manufacture, Supply 0.695 2732256.440 0.695 Pro rata on per Nos. 75% on Supplying items 25% on Fixing at Site as per

and Installation. Basis duly tested by authority detailed drawings and on

submission of back to back

guarantee as per tender.

Elastomeric

Tar Paper below solid slab

7 SUPER STRUCTURE (Approach & Railway Portion)

A Providing, Casting in Yard , Transporting , Launching RCC(If 18.502 72757991.832 18.502 Pro rata on per Nos. 70 % on casting of Girder, 28% on completion of 2 % to be paid along with

permitted)/PSC Superstructure in minimum M-50 Grade or as Basis and getting 7 days cube required stressing and progress.

approved by R&B Design Circle including PSC girders , Box , results satisfactory launching of girders and

Slabs, also including casting yard, casting bed, concrete, verification of various test

Reinforcement, Prestressing Strands and complete anchorage system, results etc.)

HDPE sheathing, grouting, seismic arresters, prestressing, shifting,

transporting, launching, staging, Formwork shuttering, deshuttering,

carefully, making good the damages, with all lead and lift with

contractor’s labour, tools & plants, machineries, as required, with

Exposed concrete, finishing etc. including all items and activities

required to complete the item as per approved design and

specifications.

Concrete

Reinforcement

Stressing

Item No. Item Description Total % Unit Payment Terms

B Providing concreting & reinforcement of cast-in-situ Solid Deck 6.985 27466251.572 6.985 Pro rata on per Nos. 70 % on completion of 28% on Approval of work 2 % to be paid along with

slab, Diaphragm minimum M-40 Grade or as approved by R&B Basis work (casting of Solid (i.e, verification of various progress.

Design circle including transporting, staging, Formwork Slab) test results etc.)

shuttering,deshuttering, carefully, making good the damages with all

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

required with exposed concrete finishing etc. all times and activities

required as per approved design and specifications.

RCC SOLID SLAB

RCC Solid Slab

Reinforcement -Solid slab

C Providing and Installation Strip Seal type Expansion Joints, Deck 0.214 842718.576 0.214 Pro rata on per Nos. 75% on Supply of 23% on Fixing at Site as per 2 % to be paid along with

continuity arrangement & asphalt filler joints as per approved Design, Basis materials duly tested by detailed drawings progress after producing

Drawings and Specifications. Authoirty Performance Guarantee

Strip Seal joint

continuity arrangement in

deck slab as per the detailed

Asphaltic Plug joint

Asphalt filler joints

G Carry out Superstructure Load test as per approved Design, Drawing 0.026 100944.000 0.026 100% on Approval of test and on submission of report

and Specifications. duly approved.

E Providing RCC Anticrash barrier and Cetral verge/New Jersey type 2.303 9056826.149 2.303 Pro rata on per Rmt. 70% on completion of 30% on Approval of work

Crash barrier in M40 including providing and fixing M.S anchor Basis work (i.e.verification of various test

plates for fixing street light poles, Parapet wall, Kerb e including results etc.)

reinforcement as per approved Design, Drawing and Specifications.

RCC Anti Crash Barrier

MS Anchor Plate

Reinforcement

F Providing RCC Approach Slab in M40 including reinforcement 0.140 552133.029 0.140 Pro rata on per Nos. 70 % on completion of 28% on Approval of work 2 % to be paid along with

including all items required as per approved design, drawing and Basis work (casting of Approach (i.e, verification of various progress.

specifications. Slab) test results etc.)

Approach Slab

Reinforcement

G Providing DWC Pipes of Required size (Diameter as decided by 0.049 0.049 Pro rata on per Rmt. 70% on completion of 30% on Approval of work

engineer in charge ) in RCC anti crash barrier, Central verge for the Basis work (i.e.verification of various test

entire length of bridge and approaches as per approved drawing and results etc.)

specifications and as per AMC requirement.

DWC Pipe

H Providing Flexible Wearing coat of 60 mm DBM + 40 mm PMB, 2.536 9971987.670 2.536 Pro rata on per MT. 70% on completion of 28% on Approval of work 2 % to be paid along with

VG40 , wearing coat laid as directed including tamping, vibrating, Basis work (i.e.verification of various test progress

finishing curing & 6 mm to 8 mm thick Bituminous painting as may results etc.)

be directed by engineer in charge & as per the details specification.

Wearing coat of 60 mm

40 mm PMB , wearing coat

Item No. Item Description Total % Unit Payment Terms

I Providing and laying in position of uniform thickness, 3mm thick 0.515 2025825.180 0.515 Pro rata on per sqm 70% on completion of 30% on Approval of work

polymer water proofing membrane over deck. This item is including Basis work (i.e.verification of various test

all materials, labour, equipment, transportation, cleaning deck surface results etc.)

, including all leads and lifts etc. completeas per specifications and as

directed by Engineer.

J Supplying, fabrication, assembling of all types of steel girders of 9.274 36468803.466 9.274 Pro rata on per Nos. 20 % Proctronet of steel 25 % on Fabricated girder 5 % to be paid along with

specified spans with structural steel conforming to Quality "B0" Basis plate, & 20 % on arrived at site, 10 % after progress.

Grade Designation E350 GR conforming to IS:2062-2011, erection / Fabrication work at factory launching of Girder, 20 %

slewing / end launching of steel girders with cranes or any other after complection of Deck

approved launching methods as per site conditions (not requiring Slab, (i.e, verification of

traffic block) on substructure including provision of trolley refuges

various test results etc.)

etc., complete as per approved QAP and drawings conforming to IRS-

B1-2001 and other relevant codes and specifications. With Deck

Supplying, fabrication,

assembling of all types of steel

Fabrication

HSFG Bolts

Deck sheet for Deck Slab

K Chemical Anchor : Supplying, Drilling/ Cleaning hole and injecting 0.020 82142.857 0.020 Pro rata on per Nos. 75% on Supply of 23% on Fixing at Site as per 2 % to be paid along with

Hilti make chemical or equivalent with the help of Hilti dispenser, Basis materials duly tested by detailed drawings progress after producing

into a hole of dia & depth as per manufacturer/structural consultant's Authoirty Performance Guarantee

specification and fixing rebars of the required diameter subsequently.

Fixing methodology to be followed as per manufacturers

guidelines.Rate shall be inclusive of all material with epoxy grouting,

labour, necessary scaffolding etc complete for all height as directed

by engineer in charge.

12.921 50812152.725 12.921 Pro rata on per Rmt 70% on completion of 28% on Approval of work 2 % to be paid along with

Road Works- Box Cutting, Eartwork, GSB, DLC, PQC,

Basis work (i.e.verification of various test progress

etc. all to execute above items.

results etc.)

Box Cutting with carting

Earthwork for embankment

Granular Sub base

Dry Lean Cement Concrete

M-15 Sub- base

Pavement Quality Concrete

(PQC) of M‐40

9 Miscellaneous Items

A Providing and fixing 100 mm dia. G.I. Drainage spouts, as per 0.026 0.026 Lumpsump 70% on Installation 30% on Approval of work

MOST Drg. No. SD/303 including grating with suitable clean out (i.e.verification of various test

fixtures including all leads and lifts, Providing and fixing U-PVC pipe results etc.)

conforming IS-13592 (Type-A) of approved make for Rain water as

Longitudinal Runner pipe conduits below deck slab , vertically on

piers upto ground level etc. including cost of all materials, labour

fixing in true line and level, including bends, tees, shoe, fixtures,

specials etc. as per specification, design & drawings and as directed

by Engineer.

Drainage Spout

Item No. Item Description Total % Unit Payment Terms

B Providing and fixing various diameter PVC longitudinal runner pipe 0.118 464508.000 0.118 Lumpsump 70% on Installation 30% on Approval of work

conduits including cost of all materials, labour, fixing in true line and (i.e.verification of various test

level, including bends, fixtures, specials etc. complete with all lifts results etc.)

and leads etc. as per specifications and as directed by Engineer.

PVC Pipe

C Providing and fixing RCC Pylons on either side bridge including one 0.004 0.004 Pro rata on per Nos. 75% on Installation 25% on Completion of Work

coat of approved primer and two coats of textured mat paint for Basis to be paid with final Bill

exposed surface of pylons as per approved drawing and

specifications.

Pylons

D Providing and applying one coat of zinc-rich epoxy primer and two 0.115 0.115 Lumpsump 90% on application of 10% on Completion of Work

coats of coal tar epoxy paint of reqd. thickness as per specifications paint satisfactorily at site to be paid with final Bill and

to all concrete surfaces in contact with earth in foundation of as per Tender on completion of all

substructure including all cost of material, labour, transportation and specifications. finishing,

preparing the surfaces by cleaning, washing, brushing, sand / grit

blasting etc. complete as directed by Engineer and as per

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

coats of coal tar epoxy paint

E Providing and applying two coats of Anti-Carbonation Paint (ACP) 1.217 4785624.580 1.217 Lumpsump 90% on application of 10% on Completion of Work

with the dry film thickness (DFT) of each coat shall not be less than paint satisfactorily at site to be paid with final Bill and

100 micron, Anti-Carbonation Paint (ACP) of makes as per tender as per Tender on completion of all

and shade/colour as approved by Engineer-in-charge, surface specifications. finishing,

preparation, applying primer coat as per the makes listed in the

tender, including all type 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 (Pier (Pile cap to

Pier cap), Pier Cap, abutment, abutment cap, dirt wall,

pedestals, seismic arrester , Return/Retaining wall) and Super

Structure components.

Anti-Carbonation Paint for

sub structure

Anti-Carbonation Paint for

super structure

F Providing and applying Synthetic Enamel Paint Alternate Black & 0.050 0.050 Lumpsump 90% on application of 10% on Completion of Work

Yellow on crash barrier and Kerb with one coat of white primer of paint satisfactorily at site to be paid with final Bill and

cement paint and two or more coat of paint including cleaning all as per Tender on completion of all

dust, durt and other foriegn matters with all material labour specifications. finishing,

equipments with all leads and lifts etc. complete.

Crash Barrier & Central

G Providing and applying Road Markings with hot applied 0.173 0.173 Lumpsump 90% on application of 10% on Completion of Work

thermoplastic compound as per approved thickness. marking as per Tender to be paid with final Bill

Road Marking

Item No. Item Description Total % Unit Payment Terms

H Providing, supplying and fixing necessary sign boards of Retro

Reflective type as below :

(a) Information sign boards 0.014 53730.000 0.014 Lumpsump 90% on Installation 10% on Completion of Work

to be paid with final Bill

(b) Cautionary Sign boards 0.013 50090.000 0.013 Lumpsump 90% on Installation 10% on Completion of Work

to be paid with final Bill

(c) Mandatory and Directional Sign boards 0.081 317900.000 0.081 Lumpsump 90% on Installation 10% on Completion of Work

to be paid with final Bill

(d) Flexible Median Marker 0.007 26900.000 0.007 Lumpsump 90% on Installation 10% on Completion of Work

to be paid with final Bill

(e) Swiss type bollard 0.019 75000.000 0.019 Lumpsump 90% on Installation 10% on Completion of Work

to be paid with final Bill

I Providing and fixing Cat Eyes (MMC Nail less)/Road studs as per 0.057 226100.000 0.057 Lumpsump 90% on Installation 10% on Completion of Work

approved specifications. (for carriageway edges at 1 0m c/c) along to be paid with final Bill

the length bridge.

K Supplying and fixing road sign board of MS Plates and angle iron 0.038 150706.200 0.038 Lumpsump 90% on Installation 10% on Completion of Work

including painting, lettering, etc. complete including excavation, etc. to be paid with final Bill

complete as per IRC type design - Reflective Type.

L Fabricating, supply and erecting in position Standard Structural steel 0.215 845835.714 0.215 70% on completion of 30% of Approval of work

sections conforming to IS 2062 for railing , skywalk, stair, or other work.

works using ISMB, ISA, ISMC, MS plate, flat, square bars, pipe,

square pipe, rectangular sections, square section, tube, etc. including

welding, cutting, wastage, etc. complete. The rate is inclusive of

welding rod, supply & fixing of correct size nut, bolts, washers,

including one primer coat of red lead paint conforming IS:102 Zinc

chromate paint conforming to IS:104 followed by two coat of

by engineer incharge, with all contractor's materials, labour, tools &

plants, in bolted/welded construction as directed by Engineer-in

Charge. The waste cut pieces shall not be included in the paying

quantity. The work shall be done as per drawing and specification.

The work shall be carried out as per IS:800, IS:816

Temporary Structure

Post and Pipe Railing

M Brick work using common burnt clay building bricks having crushing 0.101 Brick work using common 401166.000 0.101 Pro rata on per cum 70% on completion of 30% of Approval of work

strength not less than 35 kg. / sq. cm. in foundation and plinth in burnt clay conventional Basis work.

cement mortar 1:6 ( 1 - Cement : 6 - fine sand ) building bricks

N Providing 20 mm thick cement plaster in single coat on single or half 0.008 20mm thick sand faced 29768.000 0.008 Pro rata on per sqm 70% on completion of 30% of Approval of work

brick wall for interior plastering upto floor two level and finished cement plaster Basis work.

even and smooth in (ii) cement mortar 1 : 4 ( 1 - cement : 4 - sand )

O Providing 15 mm thick cement plaster in single coat for interior 0.003 15mm thick cement plaster in 13734.000 0.003 Pro rata on per sqm 70% on completion of 30% of Approval of work

plastering upto floor two level finished even and smooth in cement single coat Basis work.

mortar 1:6 (1cement : 6sand) On fair side brick/concrete wall.

Item No. Item Description Total % Unit Payment Terms

P Providing and casting in-situ Reinforced Cement Concrete M-35 0.098 M-35 for R.C.C. Kerb 384538.692 0.098 Pro rata on per rmt 70% on completion of 30% of Approval of work

grade controlled cement concrete in Kerb, Pylon using 6 mm to 20 Basis work.

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.

Concrete

Q Art Paint & Digital Paint on Pier, Piercap & Return Wall as 0.186 731938.600 0.186 Lumpsum 90% on application of 10% on Completion of Work

instructed by Engineer in-charge to successfully execute completed paint satisfactorily at site to be paid with final Bill and

items. as per Tender on completion of all

specifications. finishing,

Art painting work

Digital Paint

R Providing and Carrying out and submission of Photographs (Min 0.079 310714.286 0.079 Pro rata on per set 90% on satisfactorily at 10% on Completion of Work

2592 x 1944 pixels, Min 5 MP) and HD Video (min. 1920 x 1080 Basis site as per Tender to be paid with final Bill

pixels) , shooting of the project progress on monthly basis specifications.

Photographs

HD Video

S Paver Block in Footpath, Praking block, Pier Protection (Min M35 1.451 5706417.800 1.451 Pro rata on per Sqm. 70% on completion of 28% on Approval of work 2 % to be paid along with

Concrete grade) with PCC & all labour, equipments, materials, Basis work and getting 7 days (i.e.verification of various test progress.

machinery, etc as instructed by Engineer in-charge to successfully cube results satisfactory results etc.i.e 28 days cube

execute completed items. result, steel testing etc all.

Footpath & Pier Protection

Parking

Labour Work

T Precast Kerb, Central Verge (Min M25 Grade) in all labour, 0.721 2834072.464 0.721 Pro rata on per rmt 70% on completion of 28% on Approval of work 2 % to be paid along with

equipments, materials, machinery, etc as instructed by Engineer in- Basis work and getting 7 days (i.e.verification of various test progress.

charge to successfully execute completed items. cube results satisfactory results etc.i.e 28 days cube

result, steel testing etc all.

Footpath & High Medium

Central Verge

U Providing and fixing rubber speed breakers (with polyurethane 0.047 184950.000 0.047 Pro rata on per Rmt. 70% on completion of 30% on Approval of work

binder) of size 500mm x 350mm x 50mm lining with 8 no of cat eyes Basis work (i.e.verification of various test

per piece Including intermediate and end members as per results etc.)

manufacturer's specifications or supplier's specifications and as

directed by engineer in charge. Weight of speed breaker approximate

15 Kg/Rmt and weight capacity 20 Tons with high impact resistance

and brutal weather condition. Speed breaker shall be fixed with grout

(min 8 holes for fixing per piece) and as per manufacturer's

specification. Sample shall be approved by engineer in charge.

Item No. Item Description Total % Unit Payment Terms

V Providing and making Tree pit. It includes excavation upto 600 mm 0.047 184859.400 0.047 Pro rata on per Nos. 70% on completion of 30% on Approval of work

depth including removal of the debris, Size of the pit is 1000 mm dia. Basis work (i.e.verification of various test

Hume pipe of 900 mm dia NP2 class with 500 mm height to be results etc.)

placed in the excavated pit and outside area of the Hume pipe to be

filled with the good quality earth completed as directed by Engineer-

in-Charge. Hume pipe shall be filled with the garden soil,( 10Kg/ per

Tree pit of Vermi Compost or mixture of decade neem cake and

tobaco powder). upto required depth and remaining bottom part shall

be filled with good soil completed as directed by Engineer-in-

Charge. Rate includes rate of hume pipe, garden soil with Vermi

Compost or mixture of decade neem cake and tobaco powder , good

W Providing and fixing pre-cast sloping concrete kerb stone of gray 0.022 85900.000 0.02200 Pro rata on per Nos. 70% on completion of 30% on Approval of work

cement based concrete block 1000x300x150 mm thick with 2.5MPa Basis work (i.e.verification of various test

bending stregth at 28 days. of M250 grade concret as per approved results etc.)

design and including excavation for fixing in proper line and

level,filling the joint with C:M 1:3 (1cement:3fine sand) etc complete.

10 Redevelopment of Complete Junction as per Architectural drawing 0.276 1083928.570 0.276 Lumpsum 70% on completion of 30% of Approval of work

& as directed by engineer incharge. work.

11 UTILITY WORK 2.814 11066089.230 2.814 Lumpsum 70% on completion of 28% of Approval of work 2 % to be paid along with

(Upto Water supply line 300 mm & Drainage Line 600 mm) work. Final Bill

All required utilities shall be shifted to a new location or shall be

completely relaid at new location shown and as instructed by

Engineer in-charge including construction of Manholes, catchpits,

Pipes, etc all. to execute items.

Water Supply Line

Drainage Work

12 ELECTRICAL & LIGHTING WORK 1.181 4643898.000 1.181 Lumpsum 70% on completion of 28% of Approval of work 2 % to be paid along with

All required electrical utility shifted on new location or new Electrical work. Final Bill

utility shall be provided with all labour, equipments, materials,

machinery, etc as instructed by Engineer in-charge to successfully

execute completed items.

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 Ahmedabad 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: Addl. City Engineer

Date: Ahmedabad Municipal Corporation