Urban Administration And Development Tender
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Urban Administration And Development Tender
Civil And Construction
Excavation
Consultancy Services
Civil And Architectural Services
Eprocure
Opening Date20 Nov 2024
Closing Date20 Dec 2024
Tender Amount₹ 1,24,89,718
Costs
EMD
₹ 62,448Document Cost
₹ 12,500Tender Fee
₹ 1,474
Description
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Contact
Tender Id
2024_UAD_383363_1Bid Award Id
ViewTender No
MPGMC/38/24x9/1/PHE/2024-25Tender Authority
Urban Administration And Development ViewPurchaser Address
-Website
http://https://mptenders.gov.in/
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Documents
BOQ Items
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1.5M TO 3M
20
313
6264
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0 TO 1.5M
250
181
45300
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1.5M TO 3M
250
217
54360
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0 TO 1.5M
150
181
27180
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1.5M TO 3M
100
217
21744
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FILLING BY AVAILABLE EXCAVATED EARTH (EXCLUDING ROCK) IN TRENCHES, PLINTH, SIDES OF FOUNDATIONS ETC. IN LAYERS NOT EXCEE
14000
89
1246000
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FILLING WITH MOORUM FOR PIPE BEDDING OR OVER THE PIPE INCLUDING SUPPLY OF MOORUM
1000
720
720000
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BITUMINOUS COURSES
20
420
8400
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GRANULAR COURSES
50
378
18900
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"DISMANTLING OF CEMENT CONCRETE PAVEMENT I/C BREAKING TO PIECES NOT EXCEEDING 0.02 CUM IN VOLUME AND STOCK PILIN
50
749
37450
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REMOVING ALL TYPE OF R.C.C. PIPES AND STACKING WITHIN A LEAD UPTO 1000 METER INCLUDING EARTHWORK AND DISMANTLING OF MASO
80
164
13120
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150 MM DIAMETER
50
23
1150
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200 MM DIAMETER
50
25
1250
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250 MM DIAMETER
50
27
1350
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300 MM DIAMETER
50
29
1450
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UPTO 45 CM DEEP
5
1134
5670
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46 CM TO 90 CM DEEP
5
1844
9220
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91 CM TO 150 CM DEEP
5
1889
9445
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151 CM TO 250CM DEEP
5
2602
13010
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MAN HOLE WITH ABOVE SPECIFICATIONS HAVING INSIDE SIZE 450X450MM AND 900MM DEEP INCLUDING SFRC SQUARE
200
5813
1162600
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MAN HOLE WITH ABOVE SPECIFICATIONS HAVING INSIDE SIZE 600X450MM AND 900MM DEEP INCLUDING SFRC RECTAN
80
5854
468320
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PROVIDING,LAYING AND JOINTING FOLLOWING P.V.C -U PIPES WITH SOLVENT
400
214
85600
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"CONSTRUCTION OF CIRCULAR TYPE MANHOLE 900 MM INTERNAL DIA. AT BOTTOM, 560 MM DIA AT TOP, DEPTH OF MANHOLE 900
40
7950
318000
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"EXTRA FOR INCREASING DEPTH OF MANHOLE MENTIONED AT ITEM NO.
17.4 ABOVE 900MM AND UP TO 1650MM. (ONLY EXCAVATI
40
4524
180960
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"CONSTRUCTION OF CIRCULAR TYPE MANHOLE 1200 MM INTERNAL DIA. AT BOTTOM, 560 MM DIA AT TOP, DEPTH OF MANHOLE 166
25
15197
379925
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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
25
6210
155250
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"CONSTRUCTION OF CIRCULAR TYPE MANHOLE 1500 MM INTERNAL DIA. AT BOTTOM, 560 MM DIA AT TOP, DEPTH OF MANHOLE 231
20
22635
452700
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"EXTRA FOR INCREASING DEPTH OF MANHOLE MENTIONED AT ITEM NO.
17.7 ABOVE DEPTH 2310 MM AND UP TO 4950
10
13961
139610
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FOR 100 TO 200 MM DIA PIPES
10
494
4940
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FOR 250 TO 300 MM DIA PIPES
10
543
5430
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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
2000
538
1076000
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PROVIDING, LAYING & JOINTING OF DWC (DOUBLE WALL CORRUGATED) PE PIPES OF RENOWNED DULY TESTED INCLUSIVE OF ALL COST OF I
200
882
176400
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NSR 11.2.8 PROVIDING, LAYING & JOINTING OF DWC (DOUBLE WALL CORRUGATED) PE PIPES 300 MM / 345 MM
100
1260
126000
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PROVIDING AND LAYING NON-PRESSURE (NP4) 200MM
100
569
56900
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250 MM DIA
100
792
79200
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300 MM DIA
100
1134
113400
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400 MM DIA
100
2274
227400
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500 MM DIA
50
2947
147350
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200 MM
330
144
47520
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250 MM
170
191
32470
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300 MM
85
801
68085
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400 MM
50
1167
58350
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500 MM
35
1730
60550
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200 MM
20
946
18920
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250 MM
20
1852
37040
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300 MM
10
2919
29190
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400 MM
10
4642
46420
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500 MM
10
7316
73160
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200 MM
330
79
26070
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250 MM
170
165
28050
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300 MM
85
417
35445
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400 MM
50
645
32250
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500 MM
35
975
34125
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EXCAVATED EARTH 1KM OR PART THEREOF
500
92
46435
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EXCAVATED EARTH 2 KM
500
107
53825
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EXCAVATED EARTH ,FOR 3KM
500
121
60810
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EXCAVATED EARTH ,FOR 4KM
500
135
67710
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EXCAVATED EARTH ,FOR 5KM
500
148
74405
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GRADING- II (53 TO 22.4MM) USING SCREENING TYPE-B (11.2MM AGG.)
150
1251
187650
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PROVIDING AND APPLYING PRIMER COAT WITH CATIONIC BITUMEN EMULSION (SS1 GRADE) ON PREPARED SURFACE OF GRANULAR BASE INCLU
100
33
3300
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@ 0.40 KG PER SQM (NON-BITUMINOUS SURFACES) GRANULAR BASE NOT PRIMED.
200
18
3600
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FOR GRADING I ( 80-100MM THICKNESS ) BITUMEN CONTENT 3.3% (VG-30)
50
5231
261550
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FOR GRADING II ( 30-40 MM THICKNESS ) WITH PMB-40
40
7866
314640
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"PROVIDING AND LAYING CEMENT CONCRETE GRADE M-20 (NOMINAL MIX 1:1.5:3) WITH 20 MM GRADED CRUSHED STONE AGGREGATE, MIXING
50
5420
271000
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LIFTING & PLACING OF MANHOLE COVER DURING.CLEANING OF CHOCKED SEWER LINE & MANHOLE
20
32
640
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LIFTING & PLACING OF MANHOLE COVER DURING CLEANING OF CHOCKED SEWER LINE & MANHOLE.
20
45
900
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DEPTH UPTO 1.50 M 150 MM DIA
30
811
24330
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MAKING ARRANGEMENT FOR DAT (PLUGGING OF SEWER) INCLUDING ALL REQUIRED MATERIAL SUCH AS STEEL PLATE, MANILA ROPE, GUNNY B
40
814
32560
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DEPTH UPTO 1.5 M 250 MM DIA
20
818
16360
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300 MM DIA
10
822
8220
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DEPTH 1.5 M TO 3 M.
20
39
780
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DEPTH 3M TO 4.5M OR PART 100MM DIA TO 300MM DIA
10
78
780
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DEPTH UPTO 1.5 M
100
441
44100
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EXTRA RATE FOR DEPTH 1.5 M TO 3M OR PART
50
22
1100
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EXTRA RATE FOR DEPTH 3M TO 4.5 M OR PART
50
44
2200
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150MM
1500
37
55500
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EXTRA RATE FOR DEPTH 1.5 M TO 3M
1000
2
2000
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EXTRA RATE FOR DEPTH 3M TO 4.5 M
1000
4
4000
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EXTRA RATE FOR DEPTH 4.5 M TO 6M
1000
6
6000
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200 MM DIA DEPTH UP TO 1.5 M
1500
45
67500
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EXTRA RATE FOR DEPTH 1.5 M TO 3M
1000
2
2000
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EXTRA RATE FOR DEPTH 3M TO 4.5 M
1000
5
5000
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EXTRA RATE FOR DEPTH 4.5 M TO 6M
1000
7
7000
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CONDUCTING CONDITION ASSESSMENT OF EXISTING SEWER SYSTEM BY COLLECTING GROUND LEVELS, INVERT LEVEL OF SEWERS, SIZE AND T
1
12000
12000
Evaluation Notes How It Works ?
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