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VAISHAL PATLIPUTRA DUGDH UTPADAK SAHKARI SANGH LTD PATNA DAIRY PROJECT Feeder Balancing Dairy Complex, Phulwarisharif, Patna - 801505 Phone-061'2-22si:1ili1T,%:#:,i2:';Fax-2250325 PDP:PUR: l5 3 B Dated: 11 .07 .2070 ._1_\ TENDER NOTICE Sealed Tender is invited form experienced party for Civil Construction work for rigid pavement (concrete pavement) around main entrance gate of FBD, Patna. The details scope of worl< is attached herewith as per BOQ. 3",7,t'ot-o lnterested parties may be submit their quotation Iatest by tL.01 .2020 by 5.00 pm in sealed envelope addressed to Managing Director, VPDUSS l.td., Patna super scribing on the top of the envelop Tiles "Work for rigid pavement (concrete pavement) around main entrance Sate of FBD" Inc]osure: As above Note: 1)The rate should be all inclusive FOR FBD 2) Allthe legal document i.e. Photo, lD Proof Service Tax papers, etc (Xerox is to be enclosed) Notrice Board, FBD, CFF, HCC Patnadairy.org CC:

Transcript of  · 7/21/2020  · Created Date: 7/21/2020 12:15:00 PM

Page 1:  · 7/21/2020  · Created Date: 7/21/2020 12:15:00 PM

VAISHAL PATLIPUTRA DUGDH UTPADAK SAHKARI SANGH LTD

PATNA DAIRY PROJECTFeeder Balancing Dairy Complex, Phulwarisharif, Patna - 801505

Phone-061'2-22si:1ili1T,%:#:,i2:';Fax-2250325

PDP:PUR: l5 3 B Dated: 11 .07 .2070

._1_\

TENDER NOTICE

Sealed Tender is invited form experienced party for Civil Construction work for rigid pavement

(concrete pavement) around main entrance gate of FBD, Patna. The details scope of worl< is

attached herewith as per BOQ. 3",7,t'ot-olnterested parties may be submit their quotation Iatest by tL.01 .2020 by 5.00 pm in sealed envelope

addressed to Managing Director, VPDUSS l.td., Patna super scribing on the top of the envelop Tiles

"Work for rigid pavement (concrete pavement) around main entrance Sate of FBD"

Inc]osure: As above

Note: 1)The rate should be all inclusive FOR FBD

2) Allthe legal document i.e. Photo, lD Proof

Service Tax papers, etc (Xerox is to be enclosed)

Notrice Board, FBD, CFF, HCC

Patnadairy.orgCC:

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EST! MATE/Biil Of euantities(BOe)civil construction wolk for rigid pavement(concrete pavement) around

mpin entrance gate of FBD , sr r

s.N0. PARTICULARS OF ITEMS UNIT No. lrENGrH(IN M)

wtDTH(rN M)

HEtGHT(

rN M) QTY"Rate (BSOR

20x8)Amount

Itully automatic batching plant and Itransported to site of work in transit Imixer for a lead up to 10Kms having Icontinuous agitated Imixer,manufactured as per mix Oesign Irf specified grade for reinforced - |:ement concrete work including Ilumping of R.M.C from transit mixer Io site of laying,excluding the cost of I:entering,shuttering,finishing and Ieinforcement but including the cost ofldmixtures in recommended

Iroportions as per lsrglO3 to Iccelerate/retard setting of Irncrete,improve workability without Inparing strength and durability as perfirection of the Engineeer.M25 Sraae Irinforced cement concrete by using Il0kg of cement per cum of I

rncrete.Atl works upto plinth levet. I

l.II

\

1..1 Rigid Pavement (ConcretePavement) around main gate CUM 1 13 8.5 0.15 1.6.5751.2 Fou ndation ro, sslgsiifiliffiiE

CUM 1 0.8 0.8 1..2 o.768(eage no.-aa,ESz:JTotal Qty. L7.343 5542 96L74.9061.1 I Extra for proviUing;nd' mi^ing

hardening compound of approvedquality as per manufacturer,sspecification in cement concrete

Page no.-197,L6.44 Lltre3.000 49.8 L49.41.2 Providing and fixing in positioffi

moulded joint filler in expansionjoints of 10mm widex50mm deepFroove

eage no.-198,16.45 Pgr cm depthpgr cm width

23s.000 2.3 540.51.3

lProviding and Iaying in positionbitumen hot sealing compound forexpansion joints etc. using grade'A' sealing compound

235.000Ppr cm depthpgr cm width 2 470

Page no.-198,16.46 _

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2 providing and fixing reinforcementfor RCC work includingstra ightening,cutting,bending,placing in position and binding allcomPlete for

Unit NO. ITotal

lengthKg/m aty.(ke)

2.7 TMT bars of 10mm2.1.1 ln gate SS gate foundation

main bars Kg 12 3.3s 40.2 0.62 24.9242.L"2 In pavement as main bars Kg 66 8.5 561 o.62 347.820

P-861s.22.78 Total Qty. 372.744 76.7 28589.45482.2 TMT bars of 8mm

2.2.1 ln gate SS gate foundation as

distribution bars Kg 9 3.75 33.75 0.4 13.5002.2.2 ln pavement as distribution

bars Kg 35 13 455 0.4 182.000P-86/s.22.7A Tota! Qty. 195.500 77.4 L573L.7

3 Hydraulic excavator of capacity1 cum bucket

3.1

For excavation of earth aroundpillar and lifting purpose ofexisting main gate pillar

Hour 3 3

P-Z,CODE NO.-05I+GST+15% Contractorprofit Total Qty. 3 1016 3048

3.2 Hire and running charges ofmobile crane

Day 0.3 0.3

P-I,CODE NO.-037GST+15% Contractorprofit Total Qty.

0.3 9525 2857.5

4 Carriage Charge Rs 50114.031TOTAL ESTIMATED COST= L970L5.502

TOTAL ESTIMATED COST(Say)= L970L6

ln words-One Lakh Ninty Seven Thousand Sixteen Only

NOTE:-Quoted rate should neither be less than 10% of the totalestimated cost of BOQ nor it should be more than 10% of thetotal estimated cost of BOQ.

IAGREE & READY TO DO THIS WORK1.O ON THE GIVEN B.O.Q RATE %

2.O ABOVE THE B.O.Q RATE(PRESENT) o//o

3.O BELOW THE B.O.Q RATE(PRESENT) %

Signature of client Signature of contractor

I