Directorate Of Municipal Administration Tender
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The DMA has issued a formal invitation for competitive bids for the Directorate Of Municipal Administration project, for Development Of Leachate Treatment Plant Including Design And Development In Shivalli At Dharwad (sbm 01) in Dharwad, Karnataka, with an estimated contract value of Rs. 81,25,231. The bid opening date for this tender is 18-02-2025 and the last date for bid submission is 27-02-2025. Interested bidders for Directorate Of Municipal Administration tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Directorate Of Municipal Administration - DMA Tender
Opening Date18 Feb 2025
Closing Date27 Feb 2025
Tender Amount₹ 81,25,231.13
Costs
EMD
₹ 1,37,715Document Cost
Refer DocumentsTender Fee
₹ 2,040
Description
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Contact
Tender Id
DMA/2024-25/PM/WORK_INDENT31243/CALL-2Bid Award Id
ViewTender No
DMA/2024-25/PM/WORK_INDENT31243/CALL-2Tender Authority
Directorate Of Municipal Administration ViewPurchaser Address
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Documents
BOQ Items
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PWD SR 2023-24 Vol.3 Page no.17 Item no 3.7 - Loosening, leveling and Compacting original ground upporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. (PWD SR 2023-24 Vol.3 Page no.17 Item no 3.7)
148.2
517
76715.73
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PWD SR 2023-24 Vol.1 Page no.15 Item no 2.1.3 - Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not xceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (PWD SR 2023-24 Vol.1 Page no.15 Item no 2.1.3)
49.36
6288
310397.892
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SR 2023-24 Vol.2 Page no.17 Item no 6.32 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS
2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. (UNI SR 2023-24 Vol.2 Page no.17 Item no 6.32)
120
1349
161916
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SR 2023-24 P.No.111(Volume-1 - Addendum I , Additionalities for Formwork, Centering & Scaffolding for Cement Concrete Drain Walls 35% Percentage on finished rate of concrete per m3 (SL No-4)SR 2023-24 P.No.111(Volume-1)
26.568
2279
60560.16192
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PWD SR 2023-24 Vol.3 Page no.43 Item no 5.31 - Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed baggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with echanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. (PWD SR 2023-24 Vol.3 Page no.43 Item no 5.31)
14.25
10659
151899.3
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SR 2023-24 Vol.2 Page no.26 Item no 7.38 - Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 g/m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineerin-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. (UNI SR 2023-24 Vol.2 Page no.26 Item no 7.38)
926.6
585
542098.064
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PWD SR 2023-24 Vol.3 Page no.17 Item no 3.6 - Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (PWD SR 2023-24 Vol.3 Page no.17 Item no 3.6)
85.5
2611
223270.425
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SR 2023-24 Vol.2 Page no.9 Item no 5.1.1 - Providing Random rubble masonry with hard stone in foundation and
plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) (UNI SR 2023-24 Vol.2 Page no.9 Item no 5.1.1)
16.78
5779
96977.1574
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PWD SR 2023-24 Vol.3 Page no.32 Item no 5.6 C - Providing and laying Bituminous Macadam with 40/60 tph capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the quired grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction (PWD SR 2023-24 Vol.3 Page no.32 Item no 5.6 C)
28.5
7912
225514.8
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SR 2023-24 Vol.1 Page no.8 Item no 1.14.1 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the Work In ordinary/soft rock without blasting In all kinds of soils Depth upto 3 m (UNI SR 2023-24 Vol.1 Page no.8 Item no 1.14.1)
381.75
105
40106.655
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PWD SR 2023-24 Vol.1 Page no.18 Item no 2.11-h - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification All other type of structures (PWD SR 2023-24 Vol.1 Page no.18 Item no 2.11-h)
6.42
81381
522468.1386
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SR 2023-24 Vol.2 Page no.46 Item no 8.33.1 - Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life) (UNI SR 2023-24 Vol.2 Page no.46 Item no 8.33.1)
298.5
162
48577.89
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SR 2023-24 P.No.112(Volume-1 - Addendum I , Additionalities for Formwork, Centering & Scaffolding for RCC Columns / Shaft (Slip Centering) 70% Percentage on finished rate of concrete per m3 (SL No-9)SR 2023-24 P.No.112(Volume-1)
5.84
4558
26623.9176
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SR 2023-24 P.No.112(Volume-1 - Addendum I , Additionalities for Formwork, Centering & Scaffolding for Solid Slab Super Structure 20% Percentage on finished rate of concrete per m3 (SL No-1)SR 2023-24 P.No.112(Volume-1)
5.8374
1302
7603.446996
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SR 2023-24 P.No.112(Volume-1 - Addendum I, Additionalities for Formwork, Centering & Scaffolding forFoundation, Sub structure of Cross drainages 5% Percentage on finished rate of concrete per m3 (SL No-3)SR 2023-24 P.No.112(Volume-1)
12.96
325
4220.2944
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PWD SR 2023-24 Vol.3 Page no.17 Item no 3.7 - Loosening, leveling and Compacting original ground upporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. (PWD SR 2023-24 Vol.3 Page no.17 Item no 3.7)
57
110
6284.25
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SR 2023-24 P.No.112(Volume-1 - Addendum I Additionalities for Formwork, Centering & Scaffolding for Plinth Beams of Buildings 50% Percentage on finished rate of concrete per m3 (SL No-2)SR 2023-24 P.No.112(Volume-1)
8.58
2279
19557.681
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SR 2023-24 Vol.1 Page no.7 Item no 1.9 - Filling available excavated earth (excluding rocks) in sides of foundation upto plinth in layers not exceeding 20cms in depth, compacting each deposited layers by ramming after watering with lead upto 50m and fill upto 1.5m . (UNI SR 2023-24 Vol.1 Page no.7 Item no 1.9)
163.51
273
44798.4698
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SR 2023-24 Vol.2 Page no.75 Item no 11.2 - Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (UNI SR 2023-24 Vol.2 Page no.75 Item no 11.2)
21600
116
2514024
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PWD SR 2023-24Vol.3 Page no.31 Item no 5.1 - Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. (PWD SR 2023-24Vol.3 Page no.31 Item no 5.1)
570
43
24538.5
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PWD SR 2023-24Vol.1 Page no.15 Item no 2.1.6 - Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.(PWD SR 2023-24Vol.1 Page no.15 Item no 2.1.6)
1.6
6555
10488.24
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SR 2023-24 Vol.5 Page no.200 Item no 16.36 - Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. (UNI SR 2023-24 Vol.5 Page no.200 Item no 16.36)
2291
18
42475.14
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PWD SR 2023-24Vol.3 Page no.26 Item no 4.17 - Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (PWD SR 2023-24Vol.3 Page no.26 Item no 4.17 )
151.46
2686
406965.447
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SR 2023-24 Vol.1 Page no.8 Item no 1.12 - Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth (UNI SR 2023-24 Vol.1 Page no.8 Item no 1.12)
171
97
16732.35
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SR 2023-24 Vol.3 Page no.5 Item no 1.1 a - Loading and Unloading of Stone Boulder/Stone aggregates/ Sand/Kankar/Moorum. (Tipper 5.5 m3) (UNI SR 2023-24 Vol.3 Page no.5 Item no 1.1 a)
381.75
139
53082.3375
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PWD SR 2023-24 Vol.3 Page no.31 Item no 5.3 - Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom (PWD SR 2023-24 Vol.3 Page no.31 Item no 5.3)
570
12
7182
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Dharwad, Karnataka