Shri Swaminarayan Temple, at. Bagasara, Dist. Amreli(2nd Attempt)

Name of Work: Shri Swaminarayan Temple, at. Bagasara, Dist. Amreli

Quantity Description of item Unit Rate in Total Amount

Quantity Description of item Unit Rate in Total Amount

No. Rate in Words

Designing structurally and aesthetically, proof checking, construction, testing and

commissioning of Reinforced Cement Concrete (RCC) Elevated Service Reservoir

(ESR)on turn key basis, complying with the provisions of relevant latest Indian

Standards, and constructing RCC Elevated Service Reservoir(ESR)of the specified

capacity and staging height, based on the latest approved Soil Investigation Report

of the proposed site, applicable Seismic Zone, Wind Speed Zone, exposure

conditions, ground watertable, andother relevant design parameters, including

the following:1 Container of approved suitable shape/ type such as cylindrical,

conical, Intze, spherical dome, or any other technically suitable and economical

configuration, considering structural safety, durability, seismicperformance, Rupees Twenty Three

hydraulicefficiency, and ease of maintenance (or as specified in tender document).

Lakh(s) Twenty Nine

2) Staging system consisting of RCCcolumn-bracet restle/ shaft/ combination of

1 1.00 Nos 23,29,460.08 Thousand Four Hundred

column-bracet restle and shaft, as appropriate and approved, designed with

Sixty And Paise Eight

ductile detailing as per relevantl at estcodes.The staging shall be analysed for

gravity loads, wind loads, seismic forces, water mass effects, sloshing effects, and Only

all applicable load combinations. 3) Suitable foundation system such as isolated

footing, raft foundation, pile foundation, annular footing, or any other approved

system based on geotechnical investigation and structural design.The scope shall

include excavation in all types of strata including hard rock, shoring/ dewatering

if required, disposal of surplus excavated material at all leads and lifts, backfilling

with approved selected material in layers with proper compaction, and providing

minimum 100 mm thick PCC levelling course in M-10 or higher-grade

concrete.Foundation shall also be checked forbearing capacity, uplift, settlement,

anddifferentialsettlement. ESR SESMIC ZONE 3 (1, 60, 000 lacks Litre Capacity)

RESERVOIR4)Internal waterproofing treatment of the container includingwalls,

floorslab, bottomdome/ slab, topslab/ domesoffit, andallwaterretaining faces by

providing smooth cement mortar/ plaster in CM1:3or approved polymer-modified

mortar with integral waterproofing compound, finished true and even.Additional

approved crystalline/ food-grade waterproof coating system shall be applied

wherever specified.All material sin contact with potable watershall be non-toxic and

approved.Crack control and water tightness requirements shall conform to relevant

IS codes.5)Providing all labour, materials, machinery, lowering, laying, erecting,

hoisting, fixing, jointing, testing, and commissioning of complete pipe assemblies for

inlet, outlet, overflow, washout, by pass, scour, and interconnection arrangements as

per approved hydraulic design, including specials, supports, anchor blocks, flexible

joints, puddle collars, valves, and all accessories complete.6)Providing and fixing all

specified accessories including CI/ DI/ FRP/ approved manhole frames and covers,

digital/ float type water level indicator, lightning arrest or with earthing system, hot

dip galvanized/ stainless steel railings around walkway, roof level, gallery, staircase,

and landings, ventilators of cowl/ lantern type with stainless steel in sect-proofmesh,

access ladders, locking arrangements, and safety fittings complete.7)Scope of works

hall include RCC staircase/ RCC spiral staircase with adequate tie beams, landing

platforms, staircase foundations, handrails, valve chambers, ventilating shaft,

ventilators, access doors, internal ladders where required, and stainless-steel

grating/ screens to out let pipe openings inside the container for safety and debris

prevention.Non-slip finish shall be provided to all stair treads and landings.

RESERVOIR8)External finishing of the complete structure including approved primer

and minimum three coats of exterior grade weather proof acrylic paint/ elastomeric

coating or equivalen tapproved system.Internalnon-water-contact surfaces shall also

be suitably finished.Colour scheme, branding, and lettering shall be as directed by the

Engineer-in-Charge or tender document.9)The scope shall include satisfactory

hydrostatic watertightness testing of the container as per relevant IS Codes, including

staged filling, observation period, leakage checks, and rectification of defects if any.

The contractor shall also paint/ display the name of scheme, ESR capacity, year of

construction, and any identification details on the tank as directed by the Engineer-in-

Charge.Relevant Indian Standards & Codes:1) IS 3370 (Part 1 to 4) - Concrete

structures for storage of liquids2) IS 456 - Plain and Reinforced Concrete Code of

Practice 3) IS 1893 (relevant parts) - Criteria for Earthquake Resistant Design 4) IS

13920 - Ductile Detailing of Reinforced Concrete Structures5) IS875 (relevant parts)-

Design Loads including Dead Load, Imposed Load, Wind Load, etc. 6) IS 1786 - High

Strength Deformed Steel Bars7) IS 10262 - Concrete Mix Proportioning 8) IS 383 -

Coarse and Fine Aggregates for Concrete9) IS 11682/ relevant provisions for RCC

staging of overhead water tanks10)AnyotherrelevantIScodes, GWSSB specifications,

and directions of Engineer-in-Charge.In case of conflict, the latest revision of Indian

Standards and the decision of the Engineer-in-Charge shall prevail.

Quantity Description of item Unit Rate in Total Amount

Quantity Description of item Unit Rate in Total Amount

No. Rate in Words

General Specifications: 1) Minimum grade of concrete for RCC work shall be M30.

However, for container, staging, and durability-critical components, M35 or higher

grade may be adopted as per approved design and exposure conditions. Concrete mix

shall be design-mix conforming to relevant IS Codes, produced by weigh batching/

batching plant only. Hand mixing shall not be permitted.

(2) Reinforcement steel shall be TMT Fe500D/ Fe550D conforming to latest IS

Only approved make steel with manufacturer's test certificate shall be used. Use of

plain HYSD Fe415 steel shall not be permitted unless specifically approved.

(3) In case of column-brace trestle type staging having more than six columns,

internal horizontal bracing shall be mandatory. At least one bracing level shall be

provided near foundation/ top of footing level in case of isolated footings. Final

arrangement shall be based on structural analysis.

(4) Minimum sizes/ thicknesses of all structural components shall conform to

approved structural design, tender specifications, and relevant IS Codes. No

component shall be reduced below specified minimum dimensions without written

approval of Engineer-in- Charge. ESR capacity shall be considered as net storage

capacity excluding freeboard.

(5) Minimum dimensions specified in tender documents/ data sheet for container

wall, slabs, columns, braces, beams, shaft walls, staircase, foundations, and other

components shall be strictly provided.

(6) Safe Bearing Capacity (SBC) shall be based on latest approved geotechnical

investigation report. During execution, if poor strata, cavities, filled-up soil, seepage,

or groundwater table is encountered, SBC shall be reassessed and design revised

accordingly at no compromise to safety. Foundation depth shall be equal or more than

>= 2.0 m, unless justified. Pressure bulb, Uplift and buoyancy to be checked while

designing foundation.

7. The maximum vertical spacing between successive horizontal bracing levels in the

staging shall ordinarily not exceed 5.0 m, or such lesser spacing as determined by the

approved structural design and analysis, whichever is more stringent.

8. Where the staircase is located outside the staging, a suitable RCC or masonry security

enclosure with a lockable steel/ FRP door shall be provided at the staircase entry level,

complete in all respects, as specified in the tender documents.

9. Safe access to the roof of the ESR shall be provided by an RCC staircase, RCC spiral

staircase, or approved hot-dip galvanized steel staircase, as applicable.

For ESRs having a roof level up to 10.0 m above Ground Level (GL), a suitable staircase

shall be provided. For ESRs having a roof level exceeding 10.0 m above GL, a full RCC

staircase or approved RCC spiral staircase shall be mandatory. Continuous handrails/

guardrails shall be provided along the staircase and around the top walkway/ ring beam.

All steps shall be provided with a non-slip finish to ensure safe access. 10. For ESRs having

a staging height exceeding 15.0 m, the staircase shall preferably be located within the

staging. Where this is not feasible, it shall be provided in a structurally safe enclosed

arrangement with adequate tie beams and bracing in both directions, as approved by the

Engineer-in-Charge. 11. A water level indicator of approved float-operated, electronic, or

digital sensor type shall be provided complete with display unit, cabling, and all

accessories. Provision for future integration with a SCADA system shall be incorporated

wherever specified. 12. The tendered rates shall include the design, supply, laying, jointing,

testing, and commissioning of all inlet, outlet, overflow, washout (scour), and bypass

pipelines, including specials, valves, puddle collars, supports, anchor blocks, chambers,

fittings, and all associated appurtenances. The scope shall include pipework up to a

minimum distance of 5.0 m beyond the outer face of the staging, or as otherwise specified

in the tender documents.

13. All pipes and specials shall be Ductile Iron (DI) Class K-7 or K-9, or other approved

equivalent, conforming to the latest applicable Indian Standards. Internal and external

protective coatings shall be provided in accordance with the relevant IS specifications and

manufacturer's recommendations.

14. The Contractor shall make all necessary arrangements for dewatering during

execution of the work by pumps, well points, trenches, sumps, or any other approved

method required for safe and satisfactory construction. No extra payment shall be

admissible for dewatering, irrespective of the quantity or duration involved.

15. The ESR structure and foundation shall be designed to safely resist uplift pressure

due to the groundwater table specified in the data sheet or encountered during

execution. Adequate stability against flotation shall be ensured under all conditions.

No extra payment shall be admissible on this account.

16. Proper curing shall be carried out for the full specified duration in accordance

with the relevant IS Codes and project specifications. Approved curing methods such

as ponding, wet hessian, sprinkling, membrane curing, or other approved methods

shall be adopted to achieve the required concrete strength and durability.

17. The Contractor shall engage a qualified Structural Design Consultant (minimum

Graduate Civil Engineer with relevant experience) for the complete structural design

of the ESR. The consultant shall prepare detailed structural design calculations,

drawings, proof checks (where applicable), and conduct periodic site visits during all

stages of construction, including foundation, staging, and container works, to ensure

compliance with the approved design.

18. Payment for RCC container works, including concrete, reinforcement,

waterproofing, and plastering, may be restricted to 75% until the ESR successfully

passes the hydrostatic watertightness test, or as otherwise specified in the tender

conditions. Until successful testing and rectification of any defects, the work shall be

considered incomplete.

19. All concrete works shall be subject to quality control in accordance with the

specifications, including slump tests, compressive strength (cube) tests,

reinforcement inspection, cover block verification, and maintenance of quality control

Quantity Description of item Unit Rate in Total Amount

Quantity Description of item Unit Rate in Total Amount

No. Rate in Words

20. All exposed mild steel (MS) components, if used, shall be protected by hot-dip

galvanizing or approved epoxy coating. Preference shall be given to stainless steel

or other corrosion-resistant materials wherever applicable.

21. The Contractor shall provide a complete lightning protection system with

proper earthing, safety signage, and a permanent name board indicating the

project/ scheme name, ESR capacity, and year of construction.

22. All internal surfaces coming into contact with potable water shall be finished

using approved, non-toxic, food-grade materials suitable for drinking water

23. The ESR shall be structurally designed for all applicable loading conditions,

including dead load, live load, wind load, seismic load, hydrostatic pressure,

empty tank, full tank, partially filled tank conditions, temperature effects (where

applicable), and all relevant load combinations in accordance with the latest

applicable Indian Standards.

24. The above General Specifications from Clause 1 to Clause 23 shall form an

integral part of the tender and contract documents and shall be binding on the

Contractor throughout the execution of the work

For Zone-3 bagsara Amreli, Capacity:1, 60, 000 Liter, 15 0MHeight (Only

column beam Design and Construction is allowed)

Note: From the beginning, all structural and architectural drawings of the

overhead tank shall be submitted to the Architect-cum-Consultant for

review and approval. The work on site shall commence only after the

structural drawings have been duly proof-checked and approved by the

Architect-cum-Consultant.

Elevated Service Reservoir (ESR): The contractor shall carry out the complete

design, detailed engineering, proof checking (where applicable), construction,

testing, commissioning, and handing over of the RCC Elevated Service

Reservoir (ESR) of the required capacity, including foundation, staging,

container, staircase, gallery, railing, lightning arrestor, inlet, outlet, overflow

and scour piping, valves, level indicator, manhole, ventilation, waterproofing,

painting, and all allied works. The design shall conform to the latest editions of

relevant Indian Standards, including IS 3370 (Parts 1 to 4), IS 456, IS 1893, IS Rupees One Hundred

2 120.00 875, IS 13920 (where applicable), and other relevant BIS codes, and shall be 167.72 Sixty Seven And Paise

approved by the Engineer-in-Charge before execution. The contractor shall Seventy Two Only

also carry out all required soil investigations (if not provided), structural

design calculations, preparation of GFC drawings, obtaining necessary

approvals, quality control tests, hydrostatic/ watertightness testing, and

commissioning. The quoted rate shall include all materials, labour, machinery,

scaffolding, shuttering, reinforcement, concrete, curing, testing, statutory

approvals, and all incidental works required for complete execution of the ESR

ready for operation.

Rupees One Thousand

Demolition including stacking of serviceable materilas and disposal of

3 0.97 Cmt 1,108.12 One Hundred Eight And

unserviceable materials with all lead and lift. (i) R.C.C. work

Paise Twelve Only

Demolition and disposal of unserviceable materials with all lead and lift.(i) Rupees Five Hundred

4 6.48 Lime concrete including all labour and transporation work and cleaning the Cmt 554.06 Fifty Four And Paise Six

duct shaft of lift as per approved by engineer in charge. Only

Providing 15mm thick cement plaster in single coat on Rough (Similar)side of Rupees One Hundred

5 44.00 single or half brick walls for interior plastering upto floor two level and Cmt 176.14 Seventy Six And Paise

finished even and smooth in (ii) Cement mortar 1:4 (1-cement :4-sand) Fourteen Only

Brick work using common burnt clay building bricks having crushing strength Rupees Four Thousand

6 3.00 not less than 35 kg./ Sq.Cm. in foundation and plinth in Cement Mortar 1:6 (1- Cmt 4,568.40 Five Hundred Sixty Eight

Cement : 6 -fine sand)(B) Conventional And Paise Forty Only

Applying two coats of putty & two coats of primer of approved brand and

manufacture on new wall surface to give an even shade including thoroughly Rupees Forty And Paise

brushing the surface free from mortar dropping and other foreign matter and Fifty Nine Only

sand papered smooth.

Distempeing (Two coats) with oil bound distemper of approved brand and

manufacture and of required shade on wall surfaces to give an even shade,

Rupees Seventy Seven

over and including a priming coat with distemper primer of approved brand

8 41.00 SMT 77.48 And Paise Forty Eight

and manufacture after thoroughly brushing the surface free from mortar

dropping and other foreign matter and also including preparing the surface

even and sand papered smooth

Providing and laying 18 mm thick polished granite stone machine cut in single

piece (Max. available) in sill and jambs of Door, window, Ventilation frame and

Rupees Two Thousand

also risers of steps, trade, dedo laid over 10 mm thick cement mortar 1 : 3 (1

Six Hundred Seventeen

9 5.40 cement : 3 coarse sand) and jointed with grey cement slurry with matching SMT 2,617.58

And Paise Fifty Eight

pigment including rubbing and polishing half rounding edge including fastning

of hilty anchor if require etc. complete colour and shed as approved by

architect engineer in charge.

Rupees Six Thousand

Providing and laying controlled cement concrete M-200 and curing complete

Four Hundred Thirty

10 0.20 including the cost of form work but excluding reinforcement for reinforced cmt 6,438.51

Eight And Paise Fifty

concrete work in: (A) Lintel All Floor

Quantity Description of item Unit Rate in Total Amount

Quantity Description of item Unit Rate in Total Amount

No. Rate in Words

Rupees Seventy Seven

Providing TMT Bar FE 500D reinforcement for R.C.C. Work including bending,

11 15.00 kg 77.29 And Paise Twenty Nine

binding and placing in position complete upto floor two level.

Providing & fixing of reinforcement bars (reiforcement bars shall be paid extra under

relevant item of work) after drilling the hole of required diameter & depth, cleanning

of the same, providing/ filling the hole with Injection Mortar (HY 150 or approved

equivalant), inserting reinforcement bar etc. complete as per Manufacturers & Rupees One Hundred

architects instruction.The work shall be carried out by the technical workmens/ Fifty One Only

agency approved by the manufacturer and under technical supervision of

Manufacturer of Injection grout including all materials, tool tackles, labour etc.

complete. (B) 10 mm. dia.bar -Holes 14mm dia Depth 100mm

Supplying, Erecting, Testing & Commissioning the passenger/ stretcher lift having

following main features:

(A) GENERAL DESCRIPTION OF LIFTS.

[1] GEAR LESS LIFT DRIVE (MRL) comprising of High Starting torque Lift 3 phase

V A. C. Permanent Magnet Synchronous motor of proper rating with high efficiency

shall be used.[2] Micro processor based/ PLC, ACVVVF, vector control drive with

encoder feedback closed loop system shall be used for lift car and door operation

which shall be full collective selective operation hall call demand response, UP/

DOWN hall stops, Main, Up/ Down Contactor with overload and phase reversal relay

and safety controls.[3] Car with M S platform with bracings of adequate size and to

sustain the impact load cabin + passenger with safety factor of fire for steel and side

13 panels of Stainless steel of sheet of grade 304 duty. Car ceiling will be S.S. finishes

with aesthetic appearance with LED ceiling lights. Car flooring shall be of anti skid

PVC with choice of colour of engineer in charge. Car doors shall be of stainless steel

grade 304, hairline finish with centre opening/ telescopic automatic doors. Car panel

will also be S.S. 304 finished with emergency stop device, mechanical door safety

device, facility of auto/ attended mode. All car panel buttons and all floor switches

must be with brail language as per lift act.[4] All landing doors must be fire rated for

hour shall be fully automatic centre opening/ telescopic opening made of hairline

finish steel grade of 304 with key holes and infrared curtains with Unlocking facility

from outside [5] Appropriate battery operated emergency light in the car along with

alarm switch shall be provided. Also, Emergency Light & Fan should start immediately

without any Time Delay as soon as power fails.

[6] Digital scrolling indicator system for up-down arrow along with floor position

indicator shall be provided inside the car and at all floors.[7] Full height infra red

curtain with multiple cross/ crossing light beams shall be provided.[8] Automatic

Rescue Device (ARD) shall be provided accordingly of passenger capacity with

Manual Rescue Operation (Manual Cranking Facility).[9] Audio visual indication in

the lift car showing over loading shall be provided such that doors kept open till

excess load is removed.[10] Spring buffers/ PU Buffers shall be provided.[11] Car fan

as per passenger capacity with automatic sleep timer shall be provided.[12] Voice

annunciator with suitable music shall be provided in lift car. [13] Self diagnostics

system for operational and safety parameters shall be provided in control panel.[14]

Mechanical over speed governor with governor calibration as per actual site

parameters and submission of calibration certificate submission, door key holes in

the floor doors, fireman switch shall be provided.[15] Lift machine hoisting

arrangement in the lift machine room and monkey ladder for lift pit should be

provided by the lift agency, along with the other steel structure works, foundations

for the machine etc…[16] In the hoist way fascia plate shall be provided without any

extra cost, where ever required as/ if directed by engineer in charge.[17] Permanent

wiring with necessary safety devices like RCCB in all circuit, Over Voltage Under

Voltage protection and THD eliminator in circuit for lift machine room and lift well

with proper numbers of light points, with fixtures, exhaust fan and plug points shall

be provided by the agency. Only 3 phase Power Supply shall be made available by

department in lift machine room. Necessary Earthing as per Lift Act/ Rules shall be

arranged by Lift Agency.

[18] Any civil/ electrical works for additional and alteration in lift shaft and machine room

related to erection of lift shall be made by lift agency without any extra cost. (granite/ marble

fixing around all landing door openings are not in lift agency’s scope.)[19] Agency has to

provide all working drawings and documents and liaison services for obtaining all necessary

permission from lift inspector and other authorities.[20] acrylic transparent licence/ display

A4 size holder in lift car[20A] As per statutory requirement of Govt. Of Gujarat lift & escalator

act 2000, lift agency has to provide 1. Car top safety barricade 2. Push & talk communication

system.3. Fireman's switch operation at Ground Floor. 4.carrying out third party lift inspection

during/ after lift erection and provide report by third party authorized by concern licensing

authority 5.agency has to provide third party insurance upto completion of free maintenance

period and submit the document for the same.[21] Car Panel Operating Buttons with floor

position indicator/ buttons must be of Auto Glow type clearly visible when view from inside

cabin. [22] For Physically Handicapped person Full Length Handrails of hairline finish steel

grade of 304 should be provided at appropriate height on the Rear & Side Wall Panels in Lift

Car. [23] With Necessary KVA rating voltage controlled Stabilizer suitable for your controller,

drive and all equipments of lift.

[24] Necessary rating of DP Elcb and FP Elcb required for lift is in scope of work which rating is

sugested by CEICED Department (electrical Inspector) (B) SPECIAL FEATURES DESCRIPTION

OF LIFTS for PREMIUM category 1. Advanced control system dual 64 bit embedded

microprocessor with CANBUS Serial Communication mode including Regenerative power

efficient operation, on site programming facility, Anti nuisance, Pte-opening, BMS/ RMS with

necessary online real time monitoring system having necessary connectivity for remote

monitoring & other suitable supporting hardware & software devices to fulfil the purpose.

Floor Indication LCD Display with call registration & brail mark with arrival gong and hall

lantern & TFT Screen in the car with MP3 Voice Announcer. 3. CAR Panel should be Scratch

resistive SS Moonrock finish/ Hair Line/ Honeycomb for car and all Doors, All landing doors

must have fire rating up to 2 hours and car door must have multi-level crisscross beam door

Quantity Description of item Unit Rate in Total Amount

Quantity Description of item Unit Rate in Total Amount

No. Rate in Words

4. To & fro communication system & wiring (i.e. car, control room & guard

room) and Each elevator are equipped with remote monitoring system.agency

Rupees Ten Lakh(s)

has to provide mobile app and user id and password for monitoring 4/ 5/

Eighty Three Thousand

Passengers, Ground plus 2 upper floors with Rated Speed of 1.0 m/ sec. ((C)

1.00 Each 10,83,786.56 Seven Hundred Eighty

With General PLUS ADDITIONAL SPECIAL FEATURES attached herewith. Prem.

Six And Paise Fifty Six

Cat.iii (The contractor is required to obtain the lift license from the

competent authority and submit it to the Trust / Gujarat Pavitra Yatradham

Vikas Board after receiving it.)

Amount in Rupees Thirty Four Lakh(s) Eighty Four Thousand Five Hundred Seventy Four And Paise Thirty Seven Only

(A) Total tender amount Rs.

(B) Rebate on above tender amount (if any) (% in figure)________ (% in Words)___________________________________________ Rs.

(C) Net tendered amount (A-B) Rs.

(D) Net Tendered amount (In words): Rupees

1 All works shall be carried out as per Public Work Department and other specification of division or as directed.

2 All the columns in the contractor be filled in ink and the total of the entries in the last column should be struck by the contractor under his signature.

Rates quoted include clearance of site (prior commncement of work and its close). In all respect and held good for work under all condition, site, moisture,

Testing of materials shall be as per statement attached with the specifications. The material shall be tested in GERI testing charges @ 1% of the amount as per the

4 schedule -B shall be recovered from the contractor from the running bill as per G.R. (E&R) deptt. No. TKC/1085/4-S dt. 20-12-91. Test results other than GERI

will not be accepted.

1% of the construction cost of shall be deducted from bill amount of contract, as per hthe building and other construction worker's welfare cess act.

5 (Labour & Employment department letter No. C.W.A. - 2004 - 1831- M(3), Dt. 09/12/2005, Notification of labour & Employment Department. Dt. 03-01-05- and

Labour & Employment Department. letter No.C.W.A. - 2004 - 1831- M(3), Dt.14/12/2005)

Quantity, rates & working of items are as per estimates and calculation in the schedule "B" are arithmetically checked and found correct.

Dy. Executive Engineer Executive Engineer

Gujarat Pavitra Yatradham Vikas board Gujarat Pavitra Yatradham Vikas board

Gandhinagar Gandhinagar