Urban Administration And Development Tender

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Urban Administration And Development Tender

Works

Civil And Construction

Excavation

Consultancy Services

Civil And Architectural Services

Eprocure

Gwalior, Madhya Pradesh

Opening Date28 Jan 2025

Closing Date28 Feb 2025

Tender Amount₹ 1,79,05,511

Email

Download

Costs

EMD
₹ 89,528
Document Cost
₹ 12,500
Tender Fee
₹ 1,534

Description

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Contact

Tender Id
2025_UAD_398977_1
Tender No
MPGMC/37/24X9/1/PHE/2024-25
Tender Authority
Urban Administration And Development View
Purchaser Address
-
Website
http://https://mptenders.gov.in/

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Documents

Tender Notice-1195.3 kBTendernotice_1.pdf

NIT

BOQ-1271.4 kBBOQ_469598.xls

Pricebid

Document-53.4 MBTenderDocument.pdf

TenderDocument

Document-42.7 MBESTIMATE.pdf

ESTIMATE

Document-370.6 kBEnvelope-B.pdf

Envelope-B

Report Missing Document

BOQ Items

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Quantity-

Rate-

Amount -

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1.5M TO 3M

Quantity10

Rate313

Amount 3132

1.5M TO 3M

Quantity100

Rate181

Amount 18120

1.5M TO 3M

Quantity250

Rate217

Amount 54360

1.5M TO 3M

Quantity100

Rate181

Amount 18120

1.5M TO 3M

Quantity100

Rate217

Amount 21744

FILLING BY AVAILABLE EXCAVATED EARTH (EXCLUDING ROCK) IN TRENCHES, PLINTH, SIDES OF FOUNDATIONS ETC. IN LAYERS NOT EXCEE

Quantity7500

Rate89

Amount 667500

FILLING WITH MOORUM FOR PIPE BEDDING OR OVER THE PIPE INCLUDING SUPPLY OF MOORUM/SAND

Quantity1803

Rate720

Amount 1298160

BITUMINOUS COURSES

Quantity20

Rate420

Amount 8400

GRANULAR COURSES

Quantity1080

Rate378

Amount 408240

"DISMANTLING OF CEMENT CONCRETE PAVEMENT I/C BREAKING TO PIECES NOT EXCEEDING 0.02 CUM IN VOLUME AND STOCK PILING AT DES

Quantity20

Rate749

Amount 14980

REMOVING ALL TYPE OF R.C.C. PIPES AND STACKING WITHIN A LEAD UPTO 1000 METER INCLUDING EARTHWORK AND DISMANTLING OF MASO

Quantity100

Rate164

Amount 16400

150 MM DIAMETER

Quantity2500

Rate23

Amount 57500

200 MM DIAMETER

Quantity200

Rate25

Amount 5000

UPTO 45 CM DEEP

Quantity15

Rate1134

Amount 17010

46 CM TO 90 CM DEEP

Quantity20

Rate1844

Amount 36880

91 CM TO 150 CM DEEP

Quantity10

Rate1889

Amount 18890

MAN HOLE WITH ABOVE SPECIFICATIONS HAVING INSIDE SIZE 450X450MM AND 900MM DEEP INCLUDING SFRC SQUARE

Quantity120

Rate5813

Amount 697560

MAN HOLE WITH ABOVE SPECIFICATIONS HAVING INSIDE SIZE 600X450MM AND 900MM DEEP INCLUDING SFRC RECTAN

Quantity50

Rate5854

Amount 292700

110 MM DIA.

Quantity900

Rate214

Amount 192600

"CONSTRUCTION OF CIRCULAR TYPE MANHOLE 900 MM INTERNAL DIA. AT BOTTOM, 560 MM DIA AT TOP, DEPTH OF MANHOLE 900

Quantity50

Rate7950

Amount 397500

"EXTRA FOR INCREASING DEPTH OF MANHOLE MENTIONED AT ITEM NO. 17.4 ABOVE 900MM AND UP TO 1650MM. (ONLY EXCAVATI

Quantity50

Rate4524

Amount 226200

"CONSTRUCTION OF CIRCULAR TYPE MANHOLE 1200 MM INTERNAL DIA. AT BOTTOM, 560 MM DIA AT TOP, DEPTH OF MANHOLE 166

Quantity25

Rate15197

Amount 379925

"EXTRA FOR INCREASING DEPTH OF MANHOLE MENTIONED AT ITEM NO. 17.5 ABOVE 1660 MM AND UP TO 2300 MM . (ONLY EXCAVATION A

Quantity25

Rate6210

Amount 155250

"CONSTRUCTION OF CIRCULAR TYPE MANHOLE 1500 MM INTERNAL DIA. AT BOTTOM, 560 MM DIA AT TOP, DEPTH OF MANHOLE 231

Quantity50

Rate22635

Amount 1131750

"EXTRA FOR INCREASING DEPTH OF MANHOLE MENTIONED AT ITEM NO. 17.7 ABOVE DEPTH 2310 MM AND UP TO 4950

Quantity5

Rate13961

Amount 69805

FOR 100 TO 200 MM DIA PIPES

Quantity10

Rate494

Amount 4940

FOR 250 TO 300 MM DIA PIPES

Quantity10

Rate543

Amount 5430

FOR 350 TO 450 MM DIA PIPES

Quantity5

Rate726

Amount 3630

200MM/238MM PROVIDING AND LAYING& JOINTING OF DWC (DOUBLE WALL CORRUGATED) PE PIPES OF RENOWNED DULY TESTED INCLUSIVE OF

Quantity4500

Rate538

Amount 2421000

250MM / 295MM (PROVIDING, LAYING & JOINTING OF DWC (DOUBLE WALL CORRUGATED) PE PIPES OF RENOWNED DULY TESTED INCLUSIVE O

Quantity500

Rate882

Amount 441000

300 MM DIA

Quantity1000

Rate1260

Amount 1260000

PROVIDING AND LAYING NON-PRESSURE (NP4) 200MM

Quantity50

Rate569

Amount 28450

250 MM DIA

Quantity50

Rate792

Amount 39600

300 MM DIA

Quantity50

Rate1134

Amount 56700

200 MM

Quantity330

Rate144

Amount 47520

250 MM

Quantity170

Rate191

Amount 32470

300 MM

Quantity85

Rate801

Amount 68085

200 MM

Quantity330

Rate79

Amount 26070

250 MM

Quantity170

Rate165

Amount 28050

300 MM

Quantity85

Rate417

Amount 35445

EXCAVATED EARTH 1KM OR PART THEREOF

Quantity500

Rate92

Amount 46435

EXCAVATED EARTH 2 KM

Quantity500

Rate107

Amount 53825

EXCAVATED EARTH ,FOR 3KM

Quantity500

Rate121

Amount 60810

EXCAVATED EARTH ,FOR 4KM

Quantity1000

Rate135

Amount 135420

EXCAVATED EARTH ,FOR 5KM

Quantity1500

Rate148

Amount 223215

GRADING- II (53 TO 22.4MM) USING SCREENING TYPE-B (11.2MM AGG.)

Quantity600

Rate1251

Amount 750600

PROVIDING AND APPLYING PRIMER COAT WITH CATIONIC BITUMEN EMULSION (SS1 GRADE) ON PREPARED SURFACE OF GRANULAR BASE INCLU

Quantity200

Rate33

Amount 6600

@ 0.40 KG PER SQM (NON-BITUMINOUS SURFACES) GRANULAR BASE NOT PRIMED.

Quantity200

Rate18

Amount 3600

FOR GRADING I ( 80-100MM THICKNESS ) BITUMEN CONTENT 3.3% (VG-30)

Quantity50

Rate5231

Amount 261550

FOR GRADING II ( 30-40 MM THICKNESS ) WITH PMB-40

Quantity40

Rate7866

Amount 314640

"PROVIDING AND LAYING CEMENT CONCRETE GRADE M-20 (NOMINAL MIX 1:1.5:3) WITH 20 MM GRADED CRUSHED STONE AGGREGATE, MIXING

Quantity750

Rate5420

Amount 4065000

CONDUCTING CONDITION ASSESSMENT OF EXISTING SEWER SYSTEM BY COLLECTING GROUND LEVELS,INVERT LEVEL

Quantity4

Rate12000

Amount 48000

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