Public Health And Municipal Engineering Department Tender
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Description
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Contact
Tender Id
499687Bid Award Id
ViewTender No
EE/PH/KMM/ WS/KMC/52729495457/2023-24Tender Authority
Public Health And Municipal Engineering Department ViewPurchaser Address
-Website
http://http://www.appublichealth.gov.in/
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BOQ Items
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Pipeline 49;Supply and fixing of 15mm brass body CP finished bib tap of not less than 300 grams weight screw type (full turn) with internal/external threaded connection conforming to IS 8931 (TBSP-F.I-01)
100
307
30790
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Pipeline 49;S & F Bronze Ball valve with SS Ball and SS Spindle as per IS - Class - I, Indian make heavy type - 15 mm NB Size (TBSP-G.III-20)
100
261
26131
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Pipeline 49;House Service Connections (Regulating Brass Ferrule) The cost shall include testing of all materials, labour, Inspection charges, Transportation upto site, transit insurance, loading, unloading, stacking, providing and fixing etc. complete as specified and directed by departmental engineers, but excluding of all taxes for 1/2" connection
100
162
16247
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Pipeline 49;For 110 mm OD HDPE pipes x 1/2"
100
242
24200
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Pipeline 49;Supply and fixing of PP Clamp Saddle shall comply with AS/NZS 4793 or relevant international standards-Mechanical tapping saddles for water works purposes and designed for use with PVC/PE pipe as per IS 4985/ IS 4984 respectively. These saddles should be contoured to fit around the pipe. PP Saddles shall be blue with moulded SS female threaded outlets. Seal shall be thermoplastic elastomer rubber suitable for drinking water and SS nut-bolt-washer. Maximum working pressure rating of 10 bar.
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Pipeline 49;20mm
600
48
29310
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Pipeline 49;Lowering, Laying, jointing of PVC/HDPE/MDPE pipes as per BIS No.7634 part-III/75 for PVC and BIS No.7634 part-II/75 for HDPE pipes including earth work excavation, testing to hydraulic test pressure including cost of water with a water lead of 500m etc., complete, but excluding road cutting (BT/CC) charges., Complete.
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Pipeline 49;20mm OD(15Mmm ID)
600
34
20670
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Pipeline 49;Manufacture, Supply & Delivery of MDPE pipe conforming to ISO 4427 Part-2 (or any equivalent Bureau of Indian Standards code) of PE-80 grade material along with all fittings, including cost of materials, manufacturing, loading, unloading, stacking, transit insurance, transportation to any where in Telangana but excluding GST.
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Pipeline 49;Cutting open C.C. road surface including stacking of excavated materials for pipe line trench work including labour charges and all incidental and operational charges etc., complete as directed by the departmental officers.
6.75
2664
17983.82
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Pipeline 49;Construction of un-reinforced, dowel jointed at expansion and construction joint only, 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 in a concrete mixer of not less than 0.2 cum capacity and appropeiate 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 sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.110mm dia HDPE Pipe 6kg/sqcm , 160mm dia
14.85
7043
104596.27
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Pipeline 49;BLD-CSTN- 2-8 modfied in 2021-22 : Filling with HBG stone chips of 2.36mm and below in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)110mm dia HDPE Pipe 6kg/sqcm
5.4
1159
6263.68
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Pipeline 49;In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for road restoration works as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete
16.2
281
4564.19
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Pipeline 49;Cutting C I/ DI Pipes without water in mains where ever required for complete work as directed by the departmental officers 150mm dia
1
239
239.66
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Pipeline 49;Providing temporary water supply house service connections with ISI mark GI pipes and fittings so as not to disturb the existing water supply connections during earth work excavation for trenches and during laying of new mains in including cost and conveyance of all materials, labour charges and with all incidental and operational charges etc., complete as directed by the Engineer in Charge. TBSP-G.I-01
20
229
4590
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Pipeline 49;Existing Drains
7.5
769
5772.15
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Pipeline 49;RBR-STCL-5 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTHFor CC upto M10 (Manual means)
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Pipeline 49;50 DI Air Valves
1
347
347.66
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Pipeline 49;Labour charges for fixing Kinetic Air Valves with isolating Sluice valves, Double Air valves/ Air Cushion valve excluding cost of jointing materials such as bolts, nuts and rubber insertions etc., complete as directed by the Engineer in Charge
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-
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Pipeline 49;150mm dia Sluice Valves for 160mm and 180mm dia pipes
2
509
1019.86
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Pipeline 49;100mm dia Sluice Valves for 110mm dia pipes
8
337
2697.6
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Pipeline 49;PHE-JCIF-5: Jointing CI/ DI pipes, fittings and valves with flanged ends including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing to required pressure complete as directed by the departmental officers. (Reference to specifications. BIS No.3114/1994.)
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Pipeline 49;150mm dia Sluice Valves for 160mm and 180mm dia pipes
1
375
375.13
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Pipeline 49;100mm dia Sluice Valves for 110mm dia pipes
4
221
885.32
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Pipeline 49;PHE-CISV-15 : Lowering, keeping in position and fixing C.I./ DI sluice valves (with cap / with hand wheel & reflex valves) excluding cost of bolts, nuts, rubber insertion, sluice valve and tail pieces as directed by the Engineer in charge
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-
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Pipeline 49;50 mm DI Air Valve
1
36468
36468.18
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Pipeline 49;Manufacture, supply and delivery of Single Chamber DI Air Valve with Body and cover in Ductile Iron of grade GGG-40/SG-400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions. All internal parts such as float, shell etc., all cover bolts, of stainless steel, and Gaskets and seals of EPDM food grade quality. Epoxy powder coating (EP-P) inside and outside colour blue. Drilled as per requirement of the department DI Air Valves - PN-10 - Test Pressure
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-
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Pipeline 49;350mm dia Sluice Valves for 250mm dia DI pipes
1
244559
244559.22
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Pipeline 49;150mm dia Sluice Valves for 160mm and 180mm dia pipes
2
23221
46442.52
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Pipeline 49;100mm dia Sluice Valves for 110mm dia pipes
6
14748
88491.54
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Pipeline 49;DI. D/F Sluice valves of PN.16 class for following dia pipes including Isolated Sluice Valves
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-
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Pipeline 49;Manufacture, Supply and delivery of DI D/F Gate Valves (Soft Seated) Resilient seated soft sealing gate valves (Sluice valves) with body bonnet of ductile cast iron of grade GGG40/SG- 400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions, wedge fully rubber lined with EPDM food grade quality and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face to face dimensions as per BS5163-89/IS14846-2000/DIN 3202 F 4. All the valves should be with Electrostatic powder coating both inside and outside pocket less body passage. Drilled as per requirement of the department.For PN-16 - Test Pressure
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Pipeline 49;110 x 160 mm
2
447
894.53
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Pipeline 49;Reducers for
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Pipeline 49;110mm dia
3
346
1039.59
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Pipeline 49;Tees for
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Pipeline 49;200mm dia
2
708
1417.92
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Pipeline 49;110mm dia
6
198
1192.98
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Pipeline 49;MS flanges to suit HDPE pipes for
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-
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Pipeline 49;200mm dia
2
836
1672.42
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Pipeline 49;110mm dia
6
180
1083.9
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Pipeline 49;Long neck pipe ends for
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-
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Pipeline 49;110mm dia
3
104
313.59
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Pipeline 49;End caps for
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-
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Pipeline 49;110mm dia
1
353
353.34
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Pipeline 49;Bends for
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-
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Pipeline 49;Manufacture, supply, & delivery of HDPE fittings conforming to IS 4984 - 1995 including transportation to work spot, stacking but excluding taxes and duties.etc.complete
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-
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Pipeline 49;Manufacture, Supply and Delivery of Centrifugally cast (spun) Ductile Iron Fittings conforming to IS:9523/2000 having dimensions as per table. The rates mentioned here under are for fittings, zinc coated externally with inside mortar lining (with finishing as per class 13/IS 9523/2000) (ex-works) including loading, unloading, Transportation, stacking at site as directed by the departmental officers excluding Taxes(Diameter upto 500mm dia)
77
151
11690.91
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Pipeline 49;110mm dia HDPE Pipe 6kg/sqcm
450
78
35275.5
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Pipeline 49;Laying and jointing of HDPE pipes in ready made trench by butt fusion welding as per IS:7634 ? part-II/1975 as amended from time to time to the alignment and gradient and testing the pipeline to the required pressure for Outer dia of pipes in mm.
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Pipeline 49;110mm dia HDPE Pipe 6kg/sqcm
450
425
191272.5
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Pipeline 49;Manufacture, supply, & delivery of High Density Polyethylene pipes (PE-100 Grade) of 6 kq/sqcm (SDR-21) for water supply conforming to IS 4984-2016 including transportation to any where in T.G, but excluding GST and specials etc., complete including stacking as directed by the departmental officers. (Supply upto 90 mm dia in coil & above 90 mm dia stright length in 6 M.)
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Pipeline 49;PHE-BHLW-26 : Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches of depths upto 6?-0? (2 Meter) below G.L as directed by the departmental officers
50
223
11182.5
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Pipeline 49;RBR-FNDN-1- (IV) - Hard rock (blasting prohibited) - upto 3.00 Mts. below GL (Using Air Compressor and Jack Hammers) : Excavation in Hard Rock in habitant areas where conventional blasting can not be done for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete as directed by the Engineer in charge
14.18
2284
32392.22
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Pipeline 49;BLD-CSTN-2-11 - (Amendment as per SOR 2021-22) - Earth work excavation in hard rock (blasting prohibited) (Using Hydraulic Excavator with breaker attachment) upto 3m depth using hydraulic brakers for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting, etc. complete for finished item of work excluding seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308) as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete
14.18
1012
14357.82
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Pipeline 49;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means.In ordinary soils, by Manual means for Pipe line Trenches where depth is < 1.5 times width
28.35
493
13977.68
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Pipeline 49;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means.
28.35
281
7987.33
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Pipeline 49;RBR-FNDN-1- (I-B-i) - In ordinary soils up to 3.00 Mts depth below GL by Mechanical means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 304 MORTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Lines by mechanical means.
198.45
128
25453.2
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Pipeline 49;110mm dia HDPE Pipe 6kg/sqcm
8.1
2664
21580.59
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Pipeline 49;Cutting open C.C. road surface including stacking of excavated materials for pipe line trench work including labour charges and all incidental and operational charges etc., complete as directed by the departmental officers.
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