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
Opening Date28 Jan 2025
Closing Date28 Feb 2025
Tender Amount₹ 3,62,69,126 
Notes
Download

Costs

  • EMD

    ₹ 1,81,346
  • Document Cost

    ₹ 15,000
  • Tender Fee

    ₹ 1,534

Description

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BOQ Items

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DO_NOT_SHOW

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ORDINARY ROCK

150

261

39150

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1.5 TO 3.0 M LIFT EARTH WORK IN EXCAVATION FOR FOUNDATION, TRENCHES FOR PIPES/ CABLES OR DRAINS ETC.

100

313

31320

... More
0 TO 1.5M

100

181

18120

... More
1.5M TO 3M

150

217

32616

... More
3M TO 4.5M

100

260

26092

... More
0 TO 1.5M

300

181

54360

... More
1.5M TO 3M

100

217

21744

... More
3M TO 4.5M

100

260

26092

... More
"FILLING BY AVAILABLE EXCAVATED EARTH (EXCLUDING ROCK) IN TRENCHES, PLINTH, SIDES OF FOUNDATIONS ETC. IN LAY

22000

89

1958000

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

400

720

288000

... More
DISMANTLING OF FLEXIBLE PAVEMENTS AND DISPOSAL OF DISMANTLED MATERIALS UP TO A LEAD OF 1000 METER, STACKING SERVICEABLE

1000

420

420000

... More
GRANULAR COURSES

4000

378

1512000

... More
"DISMANTLING OF CEMENT CONCRETE PAVEMENT I/C BREAKING TO PIECES NOT EXCEEDING 0.02 CUM IN VOLUME AND STOCK PILIN

1500

749

1123500

... More
UP TO 600 MM DIA

200

165

33000

... More
150MM DISMANTLING OF OLD SW PIPES INCLUDING BREAKING OF JOINTS AND BED CONCRETE STACKING OF USEFUL MATERIALS

4000

23

92000

... More
200 MM DIAMETER

3000

25

75000

... More
UPTO 45 CM DEEP

60

1134

68040

... More
46 CM TO 90 CM DEEP

75

1844

138300

... More
91 CM TO 150 CM DEEP

150

1889

283350

... More
151 CM TO 250CM DEEP

100

2602

260200

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

150

5813

871950

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

300

5854

1756200

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110 MM DIA.

3000

214

642000

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

150

7950

1192500

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

100

4524

452400

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

150

15197

2279550

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

50

6210

310500

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

100

22635

2263500

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

32

13961

446752

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CEMENT MORTAR 1 : 4 (1 CEMENT : 4 COARSE SAND)

50

494

24700

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FOR 250 TO 300 MM DIA PIPES

20

543

10860

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FOR 350 TO 450 MM DIA PIPES

5

726

3630

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

5000

538

2690000

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

2000

882

1764000

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225 MM DIA

200

578

115600

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250 MM DIA

300

792

237600

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300 MM DIA

700

1134

793800

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450 MM DIA

300

2681

804300

... More
200 MM

1000

144

144000

... More
250 MM

600

191

114600

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200 MM

2000

79

158000

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250 MM

1000

165

165000

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1.0 TRANSPORTATION BY MECHANICAL MEANS INCLUDING LOADING, UNLOADING AND STACKING EXCAVATED EARTH

500

92

46435

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EXCAVATED EARTH 2 KM

500

107

53825

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EXCAVATED EARTH ,FOR 3KM

1500

121

182430

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EXCAVATED EARTH ,FOR 4KM

500

135

67710

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

450

1251

562950

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

3000

33

99000

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

3000

18

54000

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

140

5231

732340

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

60

7866

471960

... More
CEMENT CONCRETE GRADE M-15 (NOMINAL MIX) WITH 20 MM MAXIMUM SIZE OF STONE AGGREGATE

1000

4755

4755000

... More
LIFTING & PLACING OF MANHOLE COVER DURING CLEANING OF CHOCKED SEWER LINE & MANHOLE.

500

32

16000

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SFRC 450X900 MM SIZE

500

45

22500

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MAKING ARRANGEMENT FOR DAT (PLUGGING OF SEWER) INCLUDING ALL REQUIRED MATERIAL SUCH AS STEEL PLATE, MANILA ROPE, GUNNY B

30

811

24330

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DEPTH UPTO 1.50 M 200 MM DIA

40

814

32560

... More
DEPTH UPTO 1.5 M 250 MM DIA

20

818

16360

... More
300 MM DIA

10

822

8220

... More
EXTRA RATE OF DEPTH 1.5M TO 3M OR PART 100MM DIA TO 300MM

20

39

780

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DEPTH 3M TO 4.5M OR PART 100MM DIA TO 300MM DIA

10

78

780

... More
DEPTH UPTO 1.5 M

300

441

132300

... More
DEPTH 1.5 M TO 3 M.

300

463

138900

... More
DEPTH 3.00 M TO 4.50 M.

200

485

97000

... More
DEPTH UPTO 1.5 M

2000

37

74000

... More
DEPTH 1.5 M TO 3 M.

2000

39

78000

... More
DEPTH 3M TO 4.5M

1000

43

43000

... More
DEPTH 4.5M TO 6M

1000

49

49000

... More
200 MM DIA DEPTH UPTO 1.5 M

3000

45

135000

... More
DEPTH 1.5 M TO 3 M

2000

47

94000

... More
DEPTH 3M TO 4.5M

1000

52

52000

... More
4.5 M TO 6 M

500

59

29500

... More
CONDUCTING CONDITION ASSESSMENT OF EXISTING SEWER SYSTEM BY COLLECTING GROUND LEVELS

9

10000

90000



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