Urban Administration And Development Tender
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Urban Administration And Development Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date13 Nov 2024
Closing Date13 Dec 2024
Tender Amount₹ 51,43,656
Costs
EMD
₹ 38,600Document Cost
₹ 10,000Tender Fee
₹ 607
Summary
Construction Of Solid Waste Processing Units At Tenching Ground Under Sbm 2.0 In Manasa, Dist. Neemuchcessing Unit At Tenching Gruond Under Sbm 2.0 In Manasa, Dist. Neemuch
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_UAD_381965_1Tender No
3365/13/11/2024Tender Authority
Urban Administration And Development ViewPurchaser Address
-Website
http://https://mptenders.gov.in/
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Documents
BOQ Items
CEMENT CONCRETE GRADE M-10 (NOMINAL MIX) WITH 20 MM MAXIMUM SIZE OF STONE AGGREGATE
5.4
4219
22782.6
CEMENT CONCRETE GRADE M-20 (NOMINAL MIX) WITH 20 MM MAXIMUM SIZE OF STONE AGGREGATE.
10.8
5435
58698
HOT ROLLED DEFORMED BARS
648
58
37584
"FOUNDATIONS, FOOTINGS, BASES OF COLUMNS, ETC. FOR MASS CONCRETE."
6
160
960
ALL KINDS OF SOIL.
4.56
1003
4573.68
ALL KINDS OF SOIL
182.4
151
27542.4
MOORUM/HARD COPRA
136.8
478
65390.4
CEMENT CONCRETE GRADE M-10 (NOMINAL MIX) WITH 20 MM MAXIMUM SIZE OF STONE AGGREGATE
34.5
4219
145555.5
CEMENT CONCRETE GRADE M-20 (NOMINAL MIX) WITH 20 MM MAXIMUM SIZE OF STONE AGGREGATE.
69
5435
375015
THERMO-MECHANICALLY TREATED BARS. (FE 500 D OR MORE)
4140
58
240120
"FOUNDATIONS, FOOTINGS, BASES OF COLUMNS, ETC. FOR MASS CONCRETE."
21.4
160
3424
ALL KINDS OF SOIL
64.8
151
9784.8
CEMENT CONCRETE GRADE M-10 (NOMINAL MIX) WITH 40 MM MAXIMUM SIZE OF STONE AGGREGATE
32.25
4112
132612
CEMENT CONCRETE GRADE M-20 (NOMINAL MIX) WITH 20 MM MAXIMUM SIZE OF STONE AGGREGATE.
7.88
5435
42800.63
CEMENT CONCRETE GRADE M-20 (NOMINAL MIX) WITH 20 MM MAXIMUM SIZE OF STONE AGGREGATE.
4.5
5656
25452
"FOUNDATIONS, FOOTINGS, BASES OF COLUMNS, ETC. FOR MASS CONCRETE."
36.9
160
5904
"COLUMNS, PILLARS, PIERS, ABUTMENTS, POSTS AND STRUTS."
60
362
21720
HOT ROLLED DEFORMED BARS
990
58
57420
0.63 MM THICK WITH ZINC COATING NOT LESS THAN 275GM/ M²
300
624
187200
HOT FINISHED WELDED TYPE TUBES.
3680.34
99
364353.66
ALL KINDS OF SOIL.
0.12
1003
120.36
ALL KINDS OF SOIL
42.05
151
6349.55
MOORUM/HARD COPRA
1.8
478
860.4
"FILLING BY AVAILABLE EXCAVATED EARTH (EXCLUDING ROCK) IN TRENCHES, PLINTH, SIDES OF FOUNDATIONS ETC. IN LAYERS NOT EXCE
37.91
89
3373.99
CEMENT CONCRETE GRADE M-20 (NOMINAL MIX) WITH 20 MM MAXIMUM SIZE OF STONE AGGREGATE.
4.16
5435
22625.91
CEMENT CONCRETE GRADE M-10 (NOMINAL MIX) WITH 20 MM MAXIMUM SIZE OF STONE AGGREGATE
0.94
4219
3957.42
CEMENT CONCRETE GRADE M-20 (NOMINAL MIX) WITH 20 MM MAXIMUM SIZE OF STONE AGGREGATE.
2.26
5656
12759.94
"REINFORCED CEMENT CONCRETE WORK IN BEAMS, SUSPENDED FLOORS, ROOFS HAVING SLOPE UP TO 15° LANDINGS, BALCONIES, SHELVES,
2.25
5932
13335.14
"REINFORCED CEMENT CONCRETE WORK IN BEAMS, SUSPENDED FLOORS, ROOFS HAVING SLOPE UP TO 15° LANDINGS, BALCONIES, SHELVES,
2.28
5932
13501.23
THERMO-MECHANICALLY TREATED BARS. (FE 500 D OR MORE)
1092.3
58
63353.4
BRICK WORK WILL WELL BURNT OPEN BHATTA BRICKS CRUSHING STRENGTH NOT LESS THAN 25KG/CM² AND WATER ABSOPTION NOT MORE THAN
0.37
3868
1423.42
CEMENT MORTAR 1:4 (1 CEMENT : 4 COARSE SAND)
8.83
4992
44059.39
CEMENT MORTAR 1 : 4 (1 CEMENT : 4 COARSE SAND)
10.8
494
5335.2
"PROVIDING AND FIXING 28 MM THICK DOOR SHUTTER MADE OF SOLID PVC FOAM PROFILE WITH HOMOGENOUS FINE CELLULAR STRUCTURE HA
7.56
3244
24524.64
PROVIDING AND FIXING PRESSED STEEL DOOR CONFIRMING TO IS: 4351 MANUFACTURED FROM COMMERCIAL MILD STEEL SHEET OF 3.15MM T
1.35
1948
2629.8
IN FLOORING ON A BED OF 10 MM THICK MORTAR 1:4 (1 ACID PROOF CEMENT : 4 COARSE SAND).
51.16
1023
52336.68
1:4 (1 CEMENT: 4 SAND)
51.16
149
7622.84
1:4 (1 CEMENT: 4 SAND)
59.85
174
10413.9
TWO OR MORE COATS ON WALLS APPLIED @ 1.25 LTR/10 SQM. OVER AND INCLUDING ONE COAT OF SPECIAL PRIMER APPLIED
111.02
80
8881.6
"FOUNDATIONS, FOOTINGS, BASES OF COLUMNS, ETC. FOR MASS CONCRETE."
27.36
160
4377.6
"SUSPENDED FLOORS, ROOFS, LANDINGS, BALCONIES AND ACCESS PLATFORM."
12.72
305
3879.6
"LINTELS, BEAMS, PLINTH BEAMS, GIRDERS, BRESSUMERS AND CANTILEVERS."
22.88
270
6177.6
"COLUMNS, PILLARS, PIERS, ABUTMENTS, POSTS AND STRUTS."
24
362
8688
"PROVIDING AND PLACING ON TERRACE AT ALL FLOOR POLYETHYLENE WATER STORAGE TANK ISI : 12701 MARKED WITH COVER AND SUITABL
1000
8
8000
"WHITE VITREOUS CHINA DUAL PURPOSE WC PAN WITH WHITE SOLID PLASTIC SEAT AND LID WITH WHITE VITREOUS CHINA FLUSHING CISTE
2
4102
8204
ONE URINAL BASIN WITH 5 LITRE WHITE P.V.C. AUTOMATIC FLUSHING CISTERN.
4
2583
10332
SURGEON TYPE WASH BASIN OF SIZE 660X460MM.
2
1177
2354
WATER SUPPLY, ELECTRIFICATION, SANITARY WORKS
53000
1
53000
ALL KINDS OF SOIL.
0.22
1003
218.65
ALL KINDS OF SOIL
31.54
151
4762.24
MOORUM/HARD COPRA
5.4
478
2581.2
"FILLING BY AVAILABLE EXCAVATED EARTH (EXCLUDING ROCK) IN TRENCHES, PLINTH, SIDES OF FOUNDATIONS ETC. IN LAYERS NOT EXCE
26.78
89
2383.24
CEMENT CONCRETE GRADE M-10 (NOMINAL MIX) WITH 20 MM MAXIMUM SIZE OF STONE AGGREGATE
0.94
4219
3957.42
CEMENT CONCRETE GRADE M-20 (NOMINAL MIX) WITH 20 MM MAXIMUM SIZE OF STONE AGGREGATE.
2.35
5435
12777.69
CEMENT CONCRETE GRADE M-20 (NOMINAL MIX) WITH 20 MM MAXIMUM SIZE OF STONE AGGREGATE.
1.84
5656
10384.42
"REINFORCED CEMENT CONCRETE WORK IN BEAMS, SUSPENDED FLOORS, ROOFS HAVING SLOPE UP TO 15° LANDINGS, BALCONIES, SHELVES,
3.04
5932
18045.14
"REINFORCED CEMENT CONCRETE WORK IN BEAMS, SUSPENDED FLOORS, ROOFS HAVING SLOPE UP TO 15° LANDINGS, BALCONIES, SHELVES,
5.47
5932
32465.84
THERMO-MECHANICALLY TREATED BARS. (FE 500 D OR MORE)
1270.22
58
73672.76
BRICK WORK WILL WELL BURNT OPEN BHATTA BRICKS CRUSHING STRENGTH NOT LESS THAN 25KG/CM² AND WATER ABSOPTION NOT MORE THAN
0.44
3868
1686.45
CEMENT MORTAR 1:4 (1 CEMENT : 4 COARSE SAND)
10.19
4992
50863.49
CEMENT MORTAR 1 : 4 (1 CEMENT : 4 COARSE SAND)
8.95
494
4421.3
SAL WOOD
0.16
61741
9693.34
35 MM THICK SHUTTERS
7.2
2354
16948.8
PROVIDING AND FIXING PRESSED STEEL DOOR CONFIRMING TO IS: 4351 MANUFACTURED FROM COMMERCIAL MILD STEEL SHEET OF 3.15MM T
2.48
1948
4821.3
IN FLOORING ON A BED OF 10 MM THICK MORTAR 1:4 (1 ACID PROOF CEMENT : 4 COARSE SAND).
46.8
1023
47876.4
110MM DIAMETER
6.6
201
1326.6
1:4 (1 CEMENT: 4 SAND)
96.06
149
14313.09
1:4 (1 CEMENT: 4 SAND)
62.27
174
10834.11
FINISHING WALLS WITH WATER PROOFING CEMENT PAINT OF REQUIRED SHADE - NEW WORK (TWO OR MORE COATS APPLIED @ 3.84 KG/10 SQ
62.27
46
2864.19
PROVIDING AND APPLYING PLASTER OF PARIS PUTTY OF 2 MM THICKNESS OVER PLASTERED SURFACE TO PREPARE THE SURFACE EVEN AND S
158.33
87
13774.71
TWO OR MORE COATS ON WALLS APPLIED @ 1.25 LTR/10 SQM. OVER AND INCLUDING ONE COAT OF SPECIAL PRIMER APPLIED
158.33
80
12666.4
"FOUNDATIONS, FOOTINGS, BASES OF COLUMNS, ETC. FOR MASS CONCRETE."
27.6
160
4416
"SUSPENDED FLOORS, ROOFS, LANDINGS, BALCONIES AND ACCESS PLATFORM."
26.19
305
7987.95
"LINTELS, BEAMS, PLINTH BEAMS, GIRDERS, BRESSUMERS AND CANTILEVERS."
30.92
270
8348.4
"COLUMNS, PILLARS, PIERS, ABUTMENTS, POSTS AND STRUTS."
18
362
6516
"PROVIDING AND PLACING ON TERRACE AT ALL FLOOR POLYETHYLENE WATER STORAGE TANK ISI : 12701 MARKED WITH COVER AND SUITABL
1000
8
8000
"WHITE VITREOUS CHINA DUAL PURPOSE WC PAN WITH WHITE SOLID PLASTIC SEAT AND LID WITH WHITE VITREOUS CHINA FLUSHING CISTE
1
4102
4102
ONE URINAL BASIN WITH 5 LITRE WHITE P.V.C. AUTOMATIC FLUSHING CISTERN.
1
2583
2583
SURGEON TYPE WASH BASIN OF SIZE 660X460MM.
1
1177
1177
MISCELLANEOUS ITEMS
60749
1
60749
ALL KINDS OF SOIL
25.2
151
3805.2
CEMENT CONCRETE GRADE M-10 (NOMINAL MIX) WITH 40 MM MAXIMUM SIZE OF STONE AGGREGATE
3.6
4112
14803.2
CONCRETE GRADE M-20 (NOMINAL MIX) WITH 20 MM MAXIMUM SIZE OF STONE AGGREGATE
21.6
5417
117007.2
"PROVIDING, HOISTING AND FIXING UP TO FLOOR TWO LEVEL PRECAST REINFORCED CEMENT CONCRETE IN LINTELS, MANHOLE COVER, SHEL
27.68
7944
219889.92
MILD STEEL AND MEDIUM TENSILE STEEL BARS.
1107.18
57
63109.26
"EXCAVATION FOR ROADWORK IN SOIL WITH HYDRAULIC EXCAVATOR INCLUDING CUTTING AND LOADING IN TIPPERS,
105
65
6825
"CONSTRUCTION OF DRY LEAN CEMENT CONCRETE SUB-BASE OVER A PREPARED SUB GRADE WITH COARSE AND FINE AGGREGATE CONFORMING T
35
3017
105595
"CONSTRUCTION OF GRANULAR SUB-BASE BY PROVIDING COARSE GRADED MATERIAL (CBR30), SPREADING IN UNIFORM LAYERS WITH MOTOR
35
689
24115
"DEDUCT FROM ITEM NO.6.1 ABOVE IF PAVER WITH ELECTRONIC SENSOR/ MECHANICAL PAVER, IS NOT USED AND LAYING IS DONE BY ANY
35
-211
-7385
"CONSTRUCTION OF DOWEL JOINTED, PLAIN CEMENT CONCRETE PAVEMENT IN M-30 GRADE CONCRETE OVER A PREPARED SUB BASE WITH 43 O
52.5
5583
293107.5
"DEDUCT FROM ITEM NO.6.2, 6.3 AND 6.6 ABOVE IF PAVER WITH ELECTRONIC SENSOR IS NOT USED AND LAYING, COMPACTION IS DONE B
52.5
-391
-20527.5
"HYSD TIE BARS OF FE 500 GRADE CONFIRMING TO IS 1786,"
0.5
49500
24750
"UPTO 25,000 LITRES"
15000
12
183000
32 MM NOMINAL OUTER DIA .PIPES.
50
182
9100
SUBMERSIBLE PUMP SET 100 MM DIA (WITH POLYPROPYLENE/NORYL IMPELLER) UP TO 20 STAGES 1.5 HP
1
15572
15572
SUBMERSIBLE PUMP SET 100 MM DIA
1
3484
3484
WEIGH BRIDGE
400000
1
400000
WASTE SORTING
250000
1
250000
TROMMEL (6MM) VIBRO SCREEN
600000
1
600000
MISCELLANEOUS ITEMS
130000
1
130000
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