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Tender Value
₹30.0 L
EMD Value
₹30,000
Closing Date
30 Apr 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Dy.Minicipal Commissioner - West Zone
Providing and install New board showing different societies name and install directional boards at bhatta area , anand nagar area , narayan nagar area , vikas gruh road area , bhimnath road area , vasantkunj area , pritam nagar road area , hira baag crossing area , bhudarpura road area , madalpur area and different main tp roads and also repairing and refixing boards under MP , MLA , councillor and any other budget in paldi ward West Zone . (ARC tender)
296873
9/25-26 (T.N.49)
Open
Civil Works - Others
Ahmedabad
4 documents required · 0 mandatory · 4 optional
₹1,500
Municipal Commissioner, Ahmedabad
₹30,000
15 Apr 2026
15 Apr 2026
15 Apr 2026
30 Apr 2026
15 Apr 2026
2. Tender Estimated Cost
AMC/Authority at prevailing rate to the contractor.
1% of the Tender Cost in the form (Rs. 30,000.00)
3. Earnest Money
(D.D./Pay Order / Local Micr Check/B.G.)
4 Tender Fee Rs Demand Draft of Rs.1500.00
6. Time-Limit 12 months
7. Validity Period 120 Days
(i) Last Date of Submission of the
a) In Sealed cover in duplicate copies by Registered Post A.D,
(ii) Mode of Sending or by Courier.or hand delivery
b) Tender sent by ordinary post will be rejected out right.
(iii) Description essential to be
a) Name of work, Tender Notice No. & Tender No.
made on sealed cover b) Date of receiving tender by Corporations.
(iv) Mode of quoting rates in
The Price bid shall be submitted online only. It
Schedule of Quantities and Rates shall not be submitted Physically.
9. Date of Opening 01.05.2026, 15:00 PM
Submission of EMD. Tender fee and other Documents during office
Place of Submission & Opening of
10. hours: On Dt.01.05.2026 &12:00 pm West Zone, 2nd Floor, A.M.
Tender Office, Dr. Ramanbhai Patel Bhavan, Usmanpura.Ahmedabad
Municipal Corporation, W.Z. Office, Ahmedabad-380013.
(1) Rs.1000/- per day (for tenders amounting upto 10 Lakhs), (2)
Rs.2500 per day (for tenders amounting above 10 Lakhs and
11. Penalty Due to Delay of work
upto 30 Lakhs), (3) Rs.5000 per day (for all tenders amounting
above 30 Lakhs) but not more then 10% of bill
12. Defect Liability As per ‘B-1 Form Close
Whenever a work is allotted by Engineering staff, whether minor or
major of part thereof of any amount, the contractor shall be bound
to start the works within 48 hours of intimation of work.
Communication done telephonically via SMS, Via Whatsapp and
through letter / E-mail shall be considered legal and binding for the
same. Failure of comply to start the works in 48 hours of intimation
as above by contractor the contractor shall be levied penalty of (1)
Time permitted to start parts of Rs.1000/- per day (for tenders amounting upto 10 Lakhs), (2)
13. work Rs.2500 per day (for tenders amounting above 10 Lakhs and upto
30 Lakhs), (3) Rs.5000 per day (for all tenders amounting above
30 Lakhs). Three times failures by contractor shall make
contractor responsible to be black listed unless and otherwise
justified properly in writing / binding within 15 days of last notice of
ftuLx[t¾xhlu «J<obtl GST yjd&e åþfJJtbtk ytJNu
The staff of the contractor shall wear safety jackets,
hoes, helmets etc. while on duty and any violation will attract
fine of Rs. 5,000/- for each incident.
Safety Failure to erect safety signage or trying to carry out
he works without proper precautions/safety measures as
equired will attract a fine of Rs. 5,000/- for each incident.
Contractor's Sign Addl.C.E.
AHMEDABAD MUNICIPAL CORPORATION
ENGINEERING DEPARTMENT (WEST ZONE)
Name of Work :- Providing and install New board showing different societies
name and install directional boards at bhatta area , anand nagar area , narayan
nagar area , vikas gruh road area , bhimnath road area , vasantkunj area , pritam
nagar road area , hira baag crossing area , bhudarpura road area , madalpur area
and different main tp roads and also repairing and refixing boards under MP
MLA , councillor and any other budget in paldi ward West Zone . (ARC tender)
Sr. Rate Amount
Providing and supplying Task force and req.machinary for
1 14 removing old board and refixing the same after welding 5142 job
and other req.repairing work are comp
Excavation for foundation up to1.5 m depth including
sorting out and stacking of useful materials and
disposing of theexcavated stuff upto 50 Meter
lead.(A) Loose or soft soil
Providing and laying cement concrete1:5:10 (1-
Cement: 5- coarses sand and:10-hand broken stone
3 20 aggregates 40mm nominal size) and curing 2492.51 Cmt
complete excluding cost of formworkin (A) Foundation
and Plinth (upto 10 ton).
Providing and laying cement concrete 1:3:6 (1-Cement :
4 20 3- coarse sand : 6- hand broken stone aggregates 40 4006.15 Cmt
mmnominal size) and curing complete excluding cost of
formwork in (A) Foundation and Plinth..
Providing and fixing M.S.grills of required pattern to
wooden frames of windows etc. with M.S. flats at
5 1597 required spacings and frame alround, square or 100.17 kg
round bars with round headed bolts and nuts or by screws
(A) Plain Grill. (upto 10 ton)
Prismatic grad reflective sheeting with super high
perfomance durable micro prismatic material confirming
6 335 to type XI as per ASTM-D 4956-09 & cutting pesting 3600 Smt
letter according to IRC Standard in Singal language with
micro prismatic confirming to type XI
Painting and lettering the board on both side of MS sheet
with a thickness of 16 mm gauge and letters by oil paint
confirming with 2 coats of red oxide and oil paint Item
includes necessary staging carting and transportation or as
directed by engineer in charge rate also include printing
Directional board : Providing and fixing Directional sign
boards made out of 4mm. Aluminum composite Panel
(ACP) in cubical shape of dimensions 153 cm x 122 cm x
17cms (avg. ) Framed on 25 x 25 x 5 Equal angle sections
as per drawing including sufficient horizontal support and
diagonal bracing to withstand static as well as dynamic
(WIND LOAD) after mounting it on 100x100x3.6 mm. M.S.
Square Hollow Section(CHS) with 6mm. M.S. Plates and stiffeners in
such a manner that they are not visible from out side. The composite
panel face is covered with micro prismatic grade sheeting confirming
to type XI as per ASTM-D 4956 -09 .It should bear minimum 10 Yrs.
outdoor exposed performance supported by the Reflective - Sheeting
manufacture is having legal jurisdiction in India. The letters (dual
languages), symbols, borders shall be made of same material either by
screen printing or by cut sheet lettering as recommended by the
sheeting anufacture.The board sides (Top, Bottom, Sides and back
side) are covered with round 4 MM Aluminium composite
Panel(ACP) Blue Color sheet .The board sides are fabricated with 25x
6mm ms flat in round shape . The sign shall be installed at site on
MB110 MS CHS. at 2.10 mt. clear bottom height from the pavement
in M25 grade cement concrete block of 0.45 m x 0.45 m x 0.90 m
dimensions as directed by the Engineer in charge.Total length of pole will
be of 4.53 m height. Back side of directional board shall be made of Flex board
maintaining with Ahmedabad Municipal Corporation letters and its logo according to
instruction of Engineer -In charge. Nothing shall be paid for carting from factory to the
fixing site within AMC limit.
Excavation of pit of manually necessary labour of size
0.75 mtr x 0.75 mtr x 0.75 mtr for as per above MS
Structure foundation of pole for any size. The grade of
concrete should be M-20 the item rate include carting,
filling, with available earth and should be proper be level
up to ngl,as directed by Engineer in charge
Conveyance charge of Earth,Lime, Murrum, building
10 100 rubbish earch manure or sludge and excavated rock and fly 235.51 Cu.M.
ash,aggregate of any kind etc.comp.upto 5 km lead.
11 30 Labour charges - Mazdoor (Male) 493 Each
12 30 Labour charges - Handcart with Mazdoor 551 Each
13 30 welding machine rent per day as per market rate 800 Day
Demolition including stacking of serviceable materilas and
14 20 disposal of unserviceable materials with all lead and lift. 1047.38 Cu.M.
(i) R.C.C. work
Contractor's Sign Addl.C.E.
Mobil No: - (west zone)
AMC Financedept.circular No –41,Dt.08/02/2022
(A) GuaranteesissuedbyfollowingbankswillbeacceptedasSD/EMDonpermanentbasis.
(1) AllNationalizedBanks
(B) GuaranteesissuedbyfollowingbankswillbeacceptedasSD/EMDfortheperioduptoMarch-
31,2022.Thevaliditycut-
offdateintheGRiswithrespecttothedateofissueofBankGuaranteeirrespectiveofthedateofterminationo
fBankGuarantee.GuaranteesissuedorAuthorizedbyAhmedabadBranchOnly.
(1) CommercialBanks:
(5) KotakMahindraBank
(6) IndudIndbank
(8) TamilnaduMercantileBank
(9) UjjivanSmallFinancebank
(10) AUSmallFinanceBank
(11) FedaralBankBank
(12) EquitasSmallFinancebank
(13) BandhanBank
(14) StandardCharteredBank
(2) Co-Operative&RuralBanksofGujarat
1. TheMehsanaUrbanCo-operativeBankLtd
2. TheAhmedabadMercantileCo-OperativeBankLtd
3. NutannagrikSahakariBankLtd
4. TheKalupurCommericalCo-operativeBankLtd
5. RajkotNagarikSahakariBankLimited
6. TheGujaratStateCo-OperativeBank
8. SaurashtraGraminBank
SealandSignatureoftheBidder AddlCityEngineer
SPECIFICATIONS OF MATERIALS – CIVIL
This section gives detail specifications for mainly used materials, for other materials refer Building Specifications.
For materials relevant specification of Building Specification shall apply.
TECHNICAL SPECIFICATIONS
NAME OF THE WORK :- Providing and install New board showing different societies name and install directional
boards at bhatta area , anand nagar area , narayan nagar area , vikas gruh road area , bhimnath
road area , vasantkunj area , pritam nagar road area , hira baag crossing area , bhudarpura road
area , madalpur area and different main tp roads and also repairing and refixing boards under MP
, MLA , councillor and any other budget in paldi ward West Zone . (ARC tender)
ITEM N O. 01 PROVIDING AND SUPPLYING TASK FORCE AND REQ.MACHINARY FOR REMOVING OLD BOARD AND REFIXING THE SAME AFTER
WELDING AND OTHER REQ . REPAIRING WORK ARE COMP
PROVIDING AND SUPPLYING TASK FORCE AND REQ . MACHINARY FOR REMOVING OLD BOARD AND REFIXING THE SAME AFTER WELDING AND
OTHER REQ. REPAIRING WORK ARE COMP .
WORK SHOULD BE DONE AS PER INSTRUCTION OF ENGG. IN CHARGE .
THE RATE SHALL BE FOR A UNIT OF ONE JOB.
ITEM NO. 02 EXCAVATION FOR FOUNDATION UP TO 1.5 M DEPTH INCLUDING SORTING OUT AND STACKING OF USEFUL MATERIALS AND
DISPOSING OF THEEXCAVATED STUFF UPTO 50 M ETER LEAD.(A) L OOSE OR SOFT SOIL.
ANY SOIL WHICH GENERALLY YIELDS TO THE APPLICATION OF ACKAXES AND SHOVES , PHAWARAS RAKES OR ANY SUCH ORDINARY EXCAVATING IMPLEMENT
OR ORGANIC SOIL , GRAVEL SILT , SAND TURFLOAM, CLAY, PEAT ETC ., FALL UNDER THIS CATEGORY .
CLEARING THE SITE :
THE SITE ON WHICH THE STRUCTURE IS TO BE BUILT SHALL BE CLEARED AND ALL OBSTRUCTIONS, LOOSE STONE, MATERIALS AND RUBBISH OF ALL KIND,
BUSH , WOOD AND TREES SHALL BE REMOVED AS DIRECTED . THE MATERIALS SO OBTAINED SHALL BE PROPERTY OF THE GOVERNMENT AND BE CONVEYED
AND STACKED AS DIRECTED. W ITHIN 50 M. LEAD. THE ROOTS OF THE TREES COMING IN THE SIDES SHALL BE CUT AND COATED WITH HOT ASPHALT .
THE RATE OF SITE CLEARANCE IS DEEMED TO BE INCLUDED IN THE RATE OF EARTH WORK FOR WHICH NO EXTRA WILL BE PAID.
AFTER CLEARING THE SITE, THE CENTER LINES WILL BE GIVEN BY THE E NGINEER-IN-CHARGE. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR
ALIGNMENT , ELEVATION AND DIMENSION OF EACH AND ALL PARTS OF THE WORK . CONTRACTOR SHALL SUPPLY LABORERS , MATERIALS, ETC . REQUIRED
FOR SETTING OUT THE REFERENCE MARKS AND BENCH MARKS AND SHALL MAINTAIN THEM AS LONG AS REQUIRED AND DIRECTED .
THE EXCAVATION IN FOUNDATION SHALL BE CARRIED OUT IN TRUE LINE AND LEVEL AND SHALL HAVE THE WIDTH AND DEPTH AS SHOWN IN THE
DRAWINGS OR AS DIRECTED . THE CONTRACTOR SHALL DO THE NECESSARY SHORING AND SHUTTING OR PROVIDING NECESSARY SLOPES TO A SAFE ANGLE
AT HIS OWN-COST . THE PAYMENT FOR SUCH PRECAUTIONARY MEASURES SHALL BE PAID SEPARATELY IF NOT SPECIFIED. THE BOTTOM OF THE EXCAVATED
AREA SHALL BE 1 EVENED BOTH LONGITUDINALLY AND TRANSVERSELY . AS DIRECTED BY REMOVING AND WATERING AS REQUIRED . N O EARTH FILLING
WILL BE ALLOWED FOR BRINGING IT TO LEVEL , IF MISTAKE OR ANY OTHER REASON EXCAVATION IS MADE .DEEPER OR WIDER THAT SHOWN ON THE PLAN
OR DIRECTED . THE EXTRA DEPTH OR WIDTH SHALL BE MADE UP WITH CONCRETE OF SAME PROPORTION AS SPECIFIED FOR THE FOUNDATION CONCRETE
AT THE COST OF THE CONTRACTOR . THE EXCAVATION UP TO 1.5 M . DEPTH SHALL BE MEASURED UNDER THIS ITEM .
DISPOSAL OF THE EXCAVATED STUD:
THE EXCAVATED STUFF OF THE SELECTED TYPE SHALL BE USED IN FILLING THE TRENCHES AND PLINTH OR LEVELING THE GROUND IN LAYER INCLUDING
RAMMING AND WATERING ETC .
THE BALANCE OF THE EXCAVATED QUANTITY SHALL BE REMOVED BY THE CONTRACTOR FROM THE SITE OF WORK TO A PLACE AS DIRECTED WITH LEAD
UPPED 50 M. AND ALL LIFT .
M ODE OF MEASUREMENT AND PAYMENT:
THE MEASUREMENT OF EXCAVATION IN TRENCHES FOR FOUNDATION SHALL BE MADE ACCORDING TO THE SECTIONS OF TRENCHES SHOWN ON THE
DRAWING OR AS PER SECTIONS GIVEN BY THE E NGINEER -IN -CHARGE . N O PAYMENT SHALL BE MADE FOR SURPLUS EXCAVATION MADE IN EXCESS OF
ABOVE REQUIREMENTS OR DUE TO SLOPPING AND SLOPING BACK AS FOUND NECESSARY ON ACCOUNT OF CONDITIONS OF SOIL , AND REQUIREMENTS OF
THE RATE SHALL BE FOR A UNIT OF ONE CUBIC METER.
ITEM NO.3: PROVDG. & LAYING CEMENT CONCRETE 1:5:10 (1 CEMENT : 5 FINE SAND : 10 GRADED BRICK AGGREGATES 40 MM NOMINAL SIZE)
AND CURING COMPLETE , EXCLUDING COST OF FORM WORK IN ( A) F OUNDATION AND PLINTH
FOR DETAILED SPECIFICATION REFER R & B DEPT. BOOKLET FOR GENERAL TECHNICAL SPECIFICATION FOR BUILDING WORKS, SECTION. N O. 1.01,
ITEM NO.4: PROVIDING AND LAYING CEMENT CONCRETE 1:3:6 (1-CEMENT : 3- COARSE SAND : 6- HAND BROKEN STONE AGGREGATES
MMNOMINAL SIZE ) AND CURING COMPLETE EXCLUDING COST OF FORMWORK IN (A) F OUNDATION AND PLINTH.
PROVIDING AND LAYING CEMENT CONCRETE 1:3:6 (1-CEMENT : 3- COARSE SAND : 6- HAND BROKEN STONE AGGREGATES 40 MMNOMINAL SIZE) AND
CURING COMPLETE EXCLUDING COST OF FORMWORK IN (A) F OUNDATION AND P LINTH ..
WORK SHOULD BE DONE AS PER INSTRUCTED OF E NGG. IN CHARGE.
THE RATE SHALL BE FOR A UNIT OF ONE CUBIC METER.
ITEM NO.5: PROVIDING AND FIXING M.S. GRILLS OF REQUIRED PATTERN TO WOODEN FRAMES OF WINDOWS ETC. WITH M.S. FLATS
AT REQUIRED SPACINGS AND FRAME ALROUND, SQUARE OR ROUND BARS WITH ROUND HEADED BOLTS AND NUTS OR BY SCREWS (A)
PLAIN GRILL. (UPTO 10 TON)
PROVIDING AND FIXING M.S. GRILLS OF REQUIRED PATTERN TO WOODEN FRAMES OF WINDOWS ETC. WITH M.S. FLATS AT REQUIRED
SPACINGS AND FRAME ALROUND, SQUARE OR ROUND BARS WITH ROUND HEADED BOLTS AND NUTS OR BY SCREWS (A) P LAIN GRILL .
ITEM SHOULD BE EXECUTED AS PER SITE REQUIREMENTS AMD INSTRUCTIONS GIVEN BY ENGG-IN-CHARGE.
MODE OF PAYMENT SHALL BE IN KG.
ITEM NO.6: PRISMATIC GRAD REFLECTIVE SHEETING WITH SUPER HIGH
PERFOMANCE DURABLE MICRO PRISMATIC MATERIAL
CONFIRMING TO TYPE XI AS PER ASTM-D 4956-09 & CUTTING PESTING LETTER ACCORDING TO IRC STANDARD IN SINGAL
LANGUAGE WITH MICRO PRISMATIC CONFIRMING TO TYPE XI
PRISMATIC GRAD REFLECTIVE SHEETING WITH SUPER HIGH PERFOMANCE DURABLE MICRO PRISMATIC MATERIAL CONFIRMING TO TYPE XI
AS PER ASTM-D 4956-09 & CUTTING PESTING LETTER ACCORDING TO IRC STANDARD IN SINGAL LANGUAGE WITH MICRO PRISMATIC
CONFIRMING TO TYPE XI
ITEM SHOULD BE EXECUTED AS PER SITE REQUIREMENTS AMD INSTRUCTIONS GIVEN BY ENGG-IN-CHARGE.
MODE OF PAYMENT SHALL BE IN SMT.
ITEM N O. 7 PAINTING TWO COAT OF OIL PAINT ON EXI.STEEL BOARD WITH LETTERING THE NAME OF POLE AND PAINTING THE SAME ETC.
COMP .PAINTING AMC LOGO AND PIPE WITH ONE COAT OF PRIMER INCL.ALL LABOUR CHARGES ETC. COMP AS DIRE BY ENGG .IN.CHARGE .
PAINTING TWO COAT OF OIL PAINT ON EXI.STEEL BOARD WITH LETTERING THE NAME OF POLE AND PAINTING THE SAME ETC. COMP .PAINTING
AMC LOGO AND PIPE WITH ONE COAT OF PRIMER INCL.ALL LABOUR CHARGES ETC. COMP AS DIRE BY ENGG.IN.CHARGE. RATE ALSO INCLUDE
PRINTING AMC LOGO
WORK SHOULD BE DONE AS PER INSTRUCTION OF ENGG. IN CHARGE .
MODE OF PAYMENT SHALL BE IN SMT .
ITEM N O. 8 DIRECTIONAL BOARD : PROVIDING AND FIXING DIRECTIONAL SIGN BOARDS MADE OUT OF 4MM . ALUMINUM COMPOSITE PANEL (ACP) IN
CUBICAL SHAPE OF DIMENSIONS 153 CM X 122 CM X 17 CMS ( AVG . ) F RAMED ON 25 X 25 X 5 EQUAL ANGLE SECTIONS AS PER DRAWING INCLUDING
SUFFICIENT HORIZONTAL SUPPORT AND DIAGONAL BRACING TO WITHSTAND STATIC AS WELL AS DYNAMIC (WIND LOAD) AFTER MOUNTING IT ON
100X100X3.6 MM. M.S. SQUARE HOLLOW SECTION(CHS) WITH 6MM . M.S. PLATES AND STIFFENERS IN SUCH A MANNER THAT THEY ARE NOT
VISIBLE FROM OUT SIDE . THE COMPOSITE PANEL FACE IS COVERED WITH MICRO PRISMATIC GRADE SHEETING CONFIRMING TO TYPE XI AS PER ASTM-
D 4956 -09 .I T SHOULD BEAR MINIMUM 10 YRS . OUTDOOR EXPOSED PERFORMANCE SUPPORTED BY THE REFLECTIVE - SHEETING MANUFACTURE IS
HAVING LEGAL JURISDICTION IN INDIA . THE LETTERS ( DUAL LANGUAGES ), SYMBOLS , BORDERS SHALL BE MADE OF SAME MATERIAL EITHER BY SCREEN
PRINTING OR BY CUT SHEET LETTERING AS RECOMMENDED BY THE SHEETING ANUFACTURE .THE BOARD SIDES (TOP , B OTTOM , SIDES AND BACK SIDE )
ARE COVERED WITH ROUND 4 MM ALUMINIUM COMPOSITE PANEL(ACP) B LUE C OLOR SHEET .THE BOARD SIDES ARE FABRICATED WITH 25 X 6MM
MS FLAT IN ROUND SHAPE . THE SIGN SHALL BE INSTALLED AT SITE ON MB110 MS CHS. AT 2.10 MT. CLEAR BOTTOM HEIGHT FROM THE PAVEMENT
IN M25 GRADE CEMENT CONCRETE BLOCK OF 0.45 M X 0.45 M X 0.90 M DIMENSIONS AS DIRECTED BY THE ENGINEER IN CHARGE .
TOTAL LENGTH OF POLE WILL BE OF 4.53 M HEIGHT. B ACK SIDE OF DIRECTIONAL BOARD SHALL BE MADE OF FLEX BOARD MAINTAINING WITH
AHMEDABAD M UNICIPAL CORPORATION LETTERS AND ITS LOGO ACCORDING TO INSTRUCTION OF ENGINEER -IN CHARGE . N OTHING SHALL BE PAID
FOR CARTING FROM FACTORY TO THE FIXING SITE WITHIN AMC LIMIT .
DIRECTIONAL BOARD : PROVIDING AND FIXING DIRECTIONAL SIGN BOARDS MADE OUT OF 4MM. A LUMINUM COMPOSITE PANEL (ACP) IN CUBICAL
SHAPE OF DIMENSIONS 153 CM X 122 CM X 17 CMS (AVG. ) F RAMED ON 25 X 25 X 5 E QUAL ANGLE SECTIONS AS PER DRAWING INCLUDING SUFFICIENT
HORIZONTAL SUPPORT AND DIAGONAL BRACING TO WITHSTAND STATIC AS WELL AS DYNAMIC (WIND LOAD) AFTER MOUNTING IT ON 100 X 100 X
MM . M.S. SQUARE H OLLOW SECTION(CHS) WITH 6 MM . M.S. P LATES AND STIFFENERS IN SUCH A MANNER THAT THEY ARE NOT VISIBLE FROM OUT
SIDE . THE COMPOSITE PANEL FACE IS COVERED WITH MICRO PRISMATIC GRADE SHEETING CONFIRMING TO TYPE XI AS PER ASTM-D 4956 -09 .I T
SHOULD BEAR MINIMUM 10 YRS . OUTDOOR EXPOSED PERFORMANCE SUPPORTED BY THE R EFLECTIVE - SHEETING MANUFACTURE IS HAVING LEGAL
JURISDICTION IN I NDIA . THE LETTERS (DUAL LANGUAGES ), SYMBOLS , BORDERS SHALL BE MADE OF SAME MATERIAL EITHER BY SCREEN PRINTING OR BY
CUT SHEET LETTERING AS RECOMMENDED BY THE SHEETING ANUFACTURE .THE BOARD SIDES (TOP , B OTTOM , SIDES AND BACK SIDE ) ARE COVERED WITH
ROUND 4 MM A LUMINIUM COMPOSITE P ANEL(ACP) B LUE COLOR SHEET .THE BOARD SIDES ARE FABRICATED WITH 25 X 6 MM MS FLAT IN ROUND
SHAPE . THE SIGN SHALL BE INSTALLED AT SITE ON MB110 MS CHS. AT 2.10 MT . CLEAR BOTTOM HEIGHT FROM THE PAVEMENT IN M25 GRADE
CEMENT CONCRETE BLOCK OF 0.45 M X 0.45 M X 0.90 M DIMENSIONS AS DIRECTED BY THE E NGINEER IN CHARGE .
TOTAL LENGTH OF POLE WILL BE OF 4.53 M HEIGHT. BACK SIDE OF DIRECTIONAL BOARD SHALL BE MADE OF FLEX BOARD MAINTAINING WITH
AHMEDABAD MUNICIPAL CORPORATION LETTERS AND ITS LOGO ACCORDING TO INSTRUCTION OF E NGINEER -IN CHARGE . N OTHING SHALL BE PAID FOR
CARTING FROM FACTORY TO THE FIXING SITE WITHIN AMC LIMIT .
WORK SHOULD BE DONE AS PER INSTRUCTION OF ENGG. IN CHARGE .
MODE OF PAYMENT SHALL BE IN NO.
ITEM N O. 9 EXCAVATION OF PIT OF MANUALLY NECESSARY LABOUR OF SIZE .6*.6*.6 M FOR AS PER ABOVE MS STRUCTURE FOUNDATION
OF POLE FOR ANY SIZE . THE GRADE OF CONCRETE SHOULD BE M-20 THE ITEM RATE INCLUDE CARTING , FILLING , WITH AVAILABLE EARTH AND
SHOULD BE PROPER BE LEVEL UP TO NGL,AS DIRECTED BY ENGINEER IN CHARGE
E XCAVATION OF PIT OF MANUALLY NECESSARY LABOUR OF SIZE .6*.6*.6 M FOR AS PER ABOVE MS S TRUCTURE FOUNDATION OF POLE FOR
ANY SIZE . THE GRADE OF CONCRETE SHOULD BE M-20 THE ITEM RATE INCLUDE CARTING, FILLING, WITH AVAILABLE EARTH AND SHOULD BE
PROPER BE LEVEL UP TO NGL , AS DIRECTED BY E NGINEER IN CHARGE .
WORK SHOULD BE DONE AS PER INSTRUCTION OF ENGG. IN CHARGE .
MODE OF PAYMENT SHALL BE IN NO.
ITEM NO.10 CONVEYANCE CHARGE OF EARTH,LIME , M URRUM , BUILDING RUBBISH EARCH MANURE OR SLUDGE AND EXCAVATED ROCK AND FLY
ASH,AGGREGATE OF ANY KIND ETC .COMP .UPTO 5 KM LEAD.
ALL THE SURPLUS EARTH ETC. SHALL BE CARRIED AWAY IMMEDIATELY FROM THE SITE OF WORK TO A PLACE WITHIN 5 KM. LEAD OR AS DIRECTED AND
ORDERED BY THE E NGINEER-IN -CHARGE , SO AS NOT TO CAUSE ANY INCONVENIENCE TO THE PUBLIC /TRAFFIC. THE CORPORATION SHALL CARRY OUT
THE WORK BY ANY OTHER AGENCY AT THE CONTRACTOR’ S RISK AND COST . IF THE INSTRUCTIONS ARE NOT COMPLIED WITHIN 24 HOURS FROM THE
DATE OF ORDER TO CART THE SURPLUS MATERIALS AND CLEAR THE SITE . THE SAID WORK SHALL BE CARRIED OUT BY THE M UNICIPAL CORPORATION AT
THE RISK AND COST OF THE CONTRACTOR AND NO CLAIM OR DISPUTE SHALL BE ENTERTAINED IN THIS RESPECT .
IF THE FILLING IN TRENCHES AFTER SETTLEMENT OF THE EARTH FILLING IN TRENCHES IS REQUIRED TO BE DONE THE SAME SHALL BE CARRIED OUT BY
THE CONTRACTOR WITHOUT ASKING ANY EXTRA RATE . THE CONTRACTOR SHALL HAVE TO CART THE SURPLUS EARTH AFTER THE TRENCHES ARE WELL
WATERED . THE RATE OF CARTING INCLUDES CARTING OF BRICK BATS, METAL, RUBBLE VEGETABLE AND GARBAGE , IF NECESSARY TO CLEAR THE ROAD
THE RATE SHALL BE FOR UNIT OF CMT.
ITEM N O.11 Labour charges - Mazdoor (Male)
THE RATE SHALL BE FOR UNIT OF E ACH.
ITEM N O.12 Labour charges - Handcart with Mazdoor
THE RATE SHALL BE FOR UNIT OF E ACH.
ITEM N O.13 Welding machine rent per day as per market rate
THE RATE SHALL BE FOR UNIT OF DAY .
ITEM N O.14 Demolition including stacking of serviceable materilas and disposal of unserviceable materials with all lead and
lift. (i) R.C.C. work
THE RATE SHALL BE FOR UNIT OF CU.MT.
ALL WORK SHOULD BE DONE AS PER INSTRUCTION OF ENGG. IN CHARGE .
I HAVE ALSO GONE THROUGH TECHNICAL SPECIFICATIONS FOR THE ITEMS (AS PER STANDARD P.W.D. TECHNICAL
SPECIFICATION FOR THE ITEMS AND ALSO I HAVE THE BOOK OF THE SAME) AND AGREE TO ABIDE BY THEM.
IN CASE OF WHERE IS NO TECHNICAL SPECIFICATION FOR THE ANY ITEMS AVAILABLE, SPECIFICATION GIVEN BY THE
ENGINEER-IN-CHARGE SHALL BE FOLLOWED AND FOR THE SAME I AGREE TO ABIDE BY THEM.
Seal and Signature of the Bidder Add.CityEngineer(West Zone)
Amdavad Municipal Corporation
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<&t, ftuLx[[tfxhle mkM&tlwk ltb <&t ftuLxufx lkch yJ~g œNtoJJtlt hnuNu. ftuLx[tfxhtuyu xuuLzhbt cukfl wltb, Ft<t lkch, btRfh lkch ylu
mhltb wMvÐ yûthtubtk jFJw.
4. xuLzh Ve vu ytuzoh / zebtLz z[tVx&e aqfJJtlehnuNu. œhuf xuLzh œeX yjd xuLzh xuLzhVe ChJtle hnuNu.
5. ytuAe hfble xuLzh Ve, R.yub.ze. fu xuLzh Ve, R.yub.ze. ÂJltlt xuLzhtu hœct<j (fuLmj) dKtNu.
6. xuLzh mt&u BþfJtbtk ytJ<e yluoMxble, xuLzhle hfblt 1% «btKu cukf duhLxe / zebtLz z[tVx / vu ytuzoh / jtufj btRfh auf&e s MJefthJtbtk
ytJNu. œhuf xuLzh œeX yjd R.yub.ze. ChJtle hnuNu. R.yub.ze. hfb Yt. yuf fhtuz mwDele ykœtS< hfblt ftb btxu jtufj btRfh auf,
rzbtLz z[tVx, vu ytuzoh fu cukf duhkxelt MJYvbtk <&t Yt. yuf fhtuz&e Wvhle ykœtS< hfblt ftb btxu R.yub.ze.le hfb btºt rzbtLz z[tVx, vu
ytuzoh fu ckuf duhkxelt MJYvbtk ytvJtle hnuNu.
7. cukf duhuLxe btºt ybœtJtœ Nnuhle s MJefthJtbtk ytJNu.
8. xuLzh Ve <&t R.yub.ze.le hfblt ze.ze./ aufle vtA¤ ftuLx[tfxh©eyu vtu<tle mkM&tlwk ltb <&t btuctRj lkch yJ~g jFJtltu hnuNu. ftuLx[t¾xhu
vtu<tle mkkM&tlt auf <&t ze.ze. xuLzh R~gw > <theF ctœlt s ytvJt.
9. Nh<e xuLzhtu hœ ct<j dKtNu.
10. stu xuLzhbtk MvÐ WÕjuF fhtguj ntug <tu atubtmtlu fthKu Ft<tfeg MËalt yLJgu ßgthu ßgthu ftb ck^ htFJtLþk &tg <u mbglu ftble BþÆ<btk bshu
ytvJtbtk ytJNu. vhkðþ yt yLJgu ftuE CtJ J^thtu ytvJtbtk ytJNu lne. sule ltuk^ >huf xuLzhh ujuJe.
11. xuuLzhtu ftuEvK fthK ytÃgt rmJtg MJefthJt fu lrnk MJefthJt <ule mkÃËKo m•tt BGþrlrmvj frbNlh©ele hnuNu.
12. xuLzhbtk stu ftuR mwDtht JDtht ntug <tu <u ykd xuLzh Ch<t vnujt AuÕju œJmu rlg< JucmtRx y&Jt fauheyu sYhe <vtm fhelu s xuLzh btufjJw.
13. mefgtuhexe zevtuÍex/ vVtuboLm duhuLxele hfb Yt. yuf fhtuz mwDele ykœtS< hfblt ftb btxu jtufj btRfh auf, rzbtLz z[tVx, vu ytuzoh fu cukf
duhkxelt MJYvbtk <&t Yt. yuf fhtuz&e Wvhle ykœtS< hfblt ftb btxu mefgtuhexe zevtuÍex/ vhVtuboLm duhkxele hfb btºt rzbtLz z[tVx, vu ytuzoh
fu ckufduhkxelt MJYvbtk ytvJtle hnuNu.
14. ytuljtRl yul-«tufgwh JucmtRx vh&e ChJtlt &<t xuLzhbtk ftuLx[tfxh/ yusLmeyu xuLzhle ntzo ftuvebtk CtJ Cgto Jdhle mne mefft fhe
mcbex fhJtle hnuNu. stu <ubtk CtJ Chuj nNu <tu <uJt xuLzh hœ fhJtbtk ytJNu.
15. mœh xuLzhbtk ” GST rl<e rlgb bwsc jtdw vzNu ” <u bwsc dK<he fhe xuLzhtu ChJtlt hnuNu.
zebtLz z[tVx / auf “BgwÂlÂmvj fÂb§h©e, ybœtJtœ” lt ltbltu fZtJJtu.
ybœtJtœ BgwÂlÂmvj ftuvtuohuNl
yu.yth.me. xuLzh- Nh<tu
1. yu.yth.me. xuLzhbtk Jfoytuzh ytÃgt ctœ ftb NY fhJtle mbgbgtoœtbtk ftuLx[tfxh îtht ftb NY fhJtle òK fgto ctœ
24 fjtflt ftb NY lrn fhJtbtk ytJu <tu yLg ftuLx[tfxh vtmu btfuox hux&e ftuLx[tfxhlt Faou ylu stuFbu ftbdehe
fhtJJtbtk ytJNu.
2. ftuLx[tfxhlu Jfoytuzoh ytÃgt ctœ yu.yth.me. «fthlkw xuLzh ntuR ftble sYhegt< bwsc xujeVtulef òK fhe su <u ftb NY
fhJt fnuJtbtk ytJNu ylu su ftble òK fgtolt 24 fjtfbtk NY fhJtbtk lrn ytJu ylu rlg< mbgbgtoœtbtk vwKo fhJtbtk
lrn ytJu <tu su <u ytRxblt SOR CtJ&e 1.5 dKe vulÕxe Jmwj juJtbtk ytJNu.
3. ºtK fu J^w Jth Wvh bwscle yLg ftuLx[tfxh vtmu&e ftbdehe fhtJJtle Vhs vzNu ylu/y&Jt ºtK fu J^w Jth vulÕxe
fhJtle Vhs vzNu <tu <u mkstudtubtk ftuLx[tfxhlu çjufjeMx fhJtbtk ytJNu sule ykr<b m•tt Bgw.frb¹lh©elu hnuNu.
AHMEDABAD MUNICLPAL CORPORATION
MAHANAGAR SEVA SADAN
Clause : 1 Contractor shall not employ any child having age 5 to 15 years as it is prohibited by Child Labour Prohibition and Regulation
Act 1986. Hon'ble Supreme Court has given certain guide lines and as per the guide lines. If child labour is employed on the site work,
the contractor shall have to deposit Rs. 20,000.00 (Rupees Tw enty thousand only) in the child labour welfare fund. If the employer
refuses to deposit then action will be taken for contempt of Supreme Court Judgement and also will be prosecuted by concerned
authority. Because of the breach of any provision of child labour prohibition and regulation Act 1986 by the Contractor & Municipal
Corporation becomes liable to pay any amount then the Municipal Corporation shall recover the said amount from the contractor.
Clause : 2 The Standing Committee has decided to deduct 1/2% amount from each running bill as per its Reso. No. 1783 Date 06--02-
97, but the Municipal Corporation Board has recently decided that the actual testing charge is taken and the remaining amount is
refundable at the time of final bill (As per Muni. Board Reso. No. 123 dated 25-02-97)
Clause : 3 Contractor has to follow prevailing Labour act and has to maintain labour register acordingly,and has to follow other
Clause : 4 Quantity taken in tender are tentative and may differ as per execution of work. No claim shall be entertain regarding
* MODIFICATION OF DOCUMENTS
Modification of specifications and correction/corrigendum in respect of the work if required will be made by A.M.C. The same shall
be placed on A.M.C website which may be downloaded by the tendrers enclosed along with the tender duly signed. These shall form
a part of tender. The tenderer shall not add or amend the text of any of the documents except in so far as may be necessary to
comply with any addendum.
* ADDENDAUM/CORRIGENDUM .
Addendum or corrigendum conveying any change or correction in respect of the work shall form the part of the contract documents.
The full consideration shall be given to such addendum or corrigendum or correction before submission tender duly filled in by the
contractor. Therefore, the contractor shall have to watch such addendum or corrigendum or correction published by A.M.C through
its website www.egovamc.com. Tenderes shall verify the number of addendum issued and enclose the same with the tender
documents,failing which the tender shall be liable for rejection and no any complaint in respect to this shall be entertained under any
CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER
& STAMP ( West Zone)
AHMEDABAD MUNICIPAL CORPORATION
ENGINEERING DEPARTMENT
PERCENTAGE RATE TENDER AND CONTRACT FOR WORKS ADDITIONAL INSTRUCTIONS TO PERSONS TENDERING
1. Competency of Tendered: No contract will be awarded except to responsible bidder capable for performing the class of
work completed. Before the award of the contract, any bidder may be required to show that he has the necessary
facilities, experience, ability and financial resources to perform the work in satisfactory manner within the time stipulated.
Contractor may be required to furnish the department with the statement as to their experience and their financial status.
2. Tenderer will be deemed to have inspected the site and to have satisfied himself as to the nature of all works, all existing
roads water - way and other means of communication and access to and from the site of work and the building that may
be required for temporary purpose in connection with the construction, completion and maintenance fo the works and
must make his own enquiries as to work yard, sites, depot and dumps and as to the acquisition of such additional sites
and areas as may be necessary for temporary purpose for constructing, completing and maintaining the works.
3. Payment: - The tenderer must understand clearly the rates quoted are for completed works and include all cost due to labour,
scaffolding plant, supervision, service work, power, royalties and octroi etc. and include all extras to cover the cost of night work
if an when required. No claim for additional payment beyond the prices or rates quoted will be entertained and the tender will
not be entitled subsequently to make may claim on the ground of misrepresentation or on the ground that he was supplied with
information given by any person (whether the member is the employee of Engineering Department of Corporation or not). Any
failure on his part to obtain all necessary information for the purpose of making his tender and filling the several prices and
rates therein shall not relieve him from any risks or liabilities arising out o, or consequent upon the submission of the tender.
4. Tender Forms: - the tenderer must fill up every blank in the form of tender and in the schedule and he must return the
documents sent here with.
5. Erasures: - Persons tendering are informed that no erasures of alternations by them in the text of the documents sent herewith
will be allowed and any such erasures or alternations will be disregarded. If there is any error in writing no over-writing should
be done, the wrong words or a figure should be struck out and the correct one written above or near it in unambiguous way,
each correction should be initialed.
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