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 Providing And Laying Pipeline Work From Sri Arer House To Sri Gubbis House Borwell And Koppal Road Main Pipeline To Cross Roads And Sri Mallappa Halianvar House To Sri Karadikolla House In Ward No 9 And Near Sri Kokkaragundi House, Pujars House And Industris Area In Tmc Mundargi Limit in Gadag, Karnataka, with an estimated contract value of Rs. 4,12,000. The bid opening date for this tender is 06-02-2025 and the last date for bid submission is 15-02-2025. 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.
Costs
EMD
₹ 5,150Document Cost
Refer DocumentsTender Fee
₹ 500
Description
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Contact
Tender Id
DMA/2024-25/WS/WORK_INDENT26195/CALL-2Tender No
DMA/2024-25/WS/WORK_INDENT26195/CALL-2Tender Authority
Directorate Of Municipal Administration ViewPurchaser Address
-
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Documents
BOQ Items
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8.2 - HDPE TelPice , 110mm dia
20
329
6592
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18.1 - B. Plot 160 mm dia
1
515
515
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12.1 - HDPE TelPice , 160mm dia
3
669
2008.5
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16.1 - H.D.P.E. Telpice , 160 mm
1
1905
1905.5
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1.17 - Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata.All kinds of soils. Depth upto 1.50 m(PWD SR 2021-22 Vol-1 Item no 1.17 page no 10)
39.96
199
7984.8072
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2.3 - Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stubends, flanged sets, bedns, reducers etc. complete (Contractor will makehis own arrangements for procuring water for testing) etc. Note: Upto 90 mm dia Coil shall be used. For Grade PE80 PN6.0 : HDPE Grade PE80, 90mm dia vol 5 it 2.3
295
194
57427.65
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1.17 - Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata.All kinds of soils. Depth upto 1.50 m(PWD SR 2021-22 Vol-1 Item no 1.17 page no 10)
54
199
10790.28
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30.1 - Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10: (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) etc. complete For sluice Valve of PN - 10.0 and 100mm
3
11219
33658.56
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2.1 - Dismantling of existing structures like culverts, bridges, retainingwalls and other structure comprising of masonry, cementconcrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal ofunserviceable material and stacking the serviceable material with all lifts and lead Rubble stone masonry in cement mortar.PWD SR 2021-22 Vol:3 P.NO.15 I.No:2.1
1.8
495
891.774
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9.2 - Rubber Wicer. 110mm dia
20
15
309
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29.1 - Supply and delivery at site special moulded variety PVC reducer as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 110 mm dia PVC REDUCER
2
268
537.66
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17.1 - Nut Bolts
120
51
6180
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2.1 - Dismantling of existing structures like culverts, bridges, retainingwalls and other structure comprising of masonry, cementconcrete, wood work, steel work, including T&P and scaffoldingwherever necessary, sorting the dismantled material, disposal ofunserviceable material and stacking the serviceable material with all lifts and lead Rubble stone masonry in cement mortar.PWD SR 2021-22 Vol:3 P.NO.15 I.No:2.1
3.38
495
1674.5534
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20.1 - Reducer 160 mm x 110 mm dia
22
463
10197
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14.1 - Air Value. , 63 mm dia
1
1236
1236
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1.17 - Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata.All kinds of soils. Depth upto 1.50 m(PWD SR 2021-22 Vol-1 Item no 1.17 page no 10)
132.75
199
26526.105
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20.28 - Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work VOL-III/20.28/137 RATE w.e.f FROM 20-10-2023
3.38
6177
20881.4372
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1.10 - Refilling available earth around trenches/pipelines,cables in layers not exceeding 20 cms in depth,compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5m. Including cost of all labour complete as per specifications(PWD SR 2021-22 Vol-1 item no 1.10 page no 7)
132.75
125
16681.365
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13.1 - Rubber Wicer., 160mm dia
3
41
123.6
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1.10 - Refilling available earth around trenches/pipelines,cables in layers not exceeding 20 cms in depth,compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5m. Including cost of all labour complete as per specifications(PWD SR 2021-22 Vol-1 item no 1.10 page no 7)
39.96
125
5021.3736
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28.1 - Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 90 mm dia PVC Elbows
4
284
1139.32
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21.1 - Airval 110 mm x 30 mm dia
10
721
7210
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11.1 - Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10: (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) etc. complete For sluice Valve of PN10.0 and 150mm
1
18014
18014.7
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111 - Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc copmplete for (p.no. 113, Vol. 5)
PVC pipe 90 mm dia, 6/kg sqcm & class 3
68
302
20591.76
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7.1 - Rubber Wicer. , 160mm dia
13
41
535.6
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10.1 - Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10: (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) etc. complete For sluice Valve of PN - 10.0 and 100mm
6
11210
67263.12
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15.1 - Nipple. , 1.5 inch
1
309
309
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