Public Health And Municipal Engineering Department Tender
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Contact
Tender Id
472708Bid Award Id
ViewTender No
EE/PH/KMM/ WS/DIVISIONS/2023-24/Tender Authority
Public Health And Municipal Engineering Department ViewPurchaser Address
-Website
http://http://www.appublichealth.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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5 18 Divisions;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
235
162
38180.45
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5 18 Divisions;For 110 mm OD HDPE pipes x 1/2"
235
242
56870
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5 18 Divisions;PP Clamp Saddle with Pressure rating of 10 bar with blue in colur
-
-
-
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5 18 Divisions;20mm
1410
48
68878.5
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5 18 Divisions;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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5 18 Divisions;20mm OD(15Mmm ID)
1410
34
48574.5
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5 18 Divisions;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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5 18 Divisions;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.
10.58
2664
28187.98
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5 18 Divisions;HSC
-
-
-
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5 18 Divisions;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.
81.45
6961
567022.32
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5 18 Divisions;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)
81.45
1159
94477.11
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5 18 Divisions;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
162.9
281
45895.45
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5 18 Divisions;CC Road Restoration
-
-
-
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5 18 Divisions;For 50mm and 80mm dia air valves
2
11774
23549.1
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5 18 Divisions;Manufacturing ,Supplying and errection of air valve gaurd cabins of size 0.90 x0.90 x 0.90 m made with 4 nos vertical and 8 nos horizontal MS flats of size 50x8 mm and 12mm dia MS round bars fixed at 10 cm c/c with door and locking arrangements as per approved drawing and as directed by the departmental officers and painting both sides with anti corrossive paint two coats over one coat of red oxide primer coat including cost of all materials, fabrication, welding, transportation to site, fixing in position duly embodying in Cement Concrete M10 grade, and all other incidental and operational charges etc., complete for finished item of work.
-
-
-
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5 18 Divisions;200mm dia DI K7 PIPE
2
319
639.08
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5 18 Divisions;150mm dia DI K7 PIPE
1
239
239.66
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5 18 Divisions;PHE-CCIP-23 : Cutting C.I./ DI Pipes without water in mains whereever required for complete work as directed by the Departmental officers.
-
-
-
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5 18 Divisions;Assuming 20 days requiring for dewatering in full rainy season and requiring 5 HP Pump sets at 8 places for 8 hours pumping per day.
200
68
13752
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5 18 Divisions;Dewatering pipe line trenches etc, duly bailing out water from the pipe line trenches with oil engine driven pumpsets of 5 HP capacity, including hire charges, fuel charges and wages for Driver and Helper and all other incidental and operational charges including suction and delivery hose, lead of drain in to natural drain etc, complete as directed by the Engineer in Charge
-
-
-
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5 18 Divisions;Carting of surplus excavated earth/soils/ rock/ debris or any other unwanted material from the site to a distance of 5kms including loading, unloading, idle hire charges of machinery suitable, dumping, labour charges for all leads & lifts and other incidental and operational charges etc., complete as directed by the Engineer in Charge.
1245.69
72
90437.09
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5 18 Divisions;for upto 200 mm dia valves
15
6750
101256.45
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5 18 Divisions;Supply and fixing of precast RCC chambers having the size of 900 mm (clear) at bottom and 500 mm (clear) at top with tapered wall of thickness 100mm along with FRC cover (HD-20 with 500mm dia opening) and frame, laying in M20 grade concrete with reinforcement including cost and conveyance of material, labour charges, curing, centering charges etc., complete as per standard specifications and standard drawings and as directed by the Engineer in Charge for upto 200 mm dia valves.
-
-
-
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5 18 Divisions;15mm dia
50
229
11475
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5 18 Divisions;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
-
-
-
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5 18 Divisions;Reinforced Cement Concrete and prestressed Concrete (Manual means)
5
2567
12839.05
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5 18 Divisions;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 Reinforced Cement Concrete and prestressed Concrete (Manual means)
-
-
-
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5 18 Divisions;Cement Concrete M15 & M20 (Manual means)
15
930
13959.3
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5 18 Divisions;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 Cement Concrete M15 & M20 (Manual means)
-
-
-
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5 18 Divisions;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)
18
769
13853.16
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5 18 Divisions;50 mm dia air valve
2
347
695.32
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5 18 Divisions;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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5 18 Divisions;150mm dia Sluice Valves for Scour Valves
3
509
1529.79
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5 18 Divisions;100mm dia Sluice Valves for Scour Valves
3
337
1011.6
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5 18 Divisions;200mm dia Sluice Valves for 200mm dia DI pipes
2
558
1117.02
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5 18 Divisions;150mm dia Sluice Valves for 160mm and 180mm dia pipes
8
509
4079.44
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5 18 Divisions;100mm dia Sluice Valves for 110mm dia pipes
20
337
6744
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5 18 Divisions;50mm dia Isolated Sluice Valves near Air Valves
4
213
855.36
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5 18 Divisions;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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-
-
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5 18 Divisions;150mm dia Sluice Valves for Scour Valves
1
375
375.13
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5 18 Divisions;100mm dia Sluice Valves for Scour Valves
1
221
221.33
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5 18 Divisions;Scour valves
-
-
-
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5 18 Divisions;200mm dia Sluice Valves for 200mm dia DI pipes
1
618
618.87
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5 18 Divisions;150mm dia Sluice Valves for 160mm and 180mm dia pipes
4
375
1500.52
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5 18 Divisions;100mm dia Sluice Valves for 110mm dia pipes
10
221
2213.3
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5 18 Divisions;50mm dia Isolated Sluice Valves near Air Valves
2
166
333.34
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5 18 Divisions;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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5 18 Divisions;50.0
2
36468
72936.36
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5 18 Divisions;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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5 18 Divisions;150mm dia Sluice Valves for Scour Valves
1
23221
23221.26
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5 18 Divisions;100mm dia Sluice Valves for Scour Valves
1
14748
14748.59
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5 18 Divisions;Scour valves
-
-
-
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5 18 Divisions;200mm dia Sluice Valves for 200mm dia DI pipes
1
38587
38587.83
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5 18 Divisions;150mm dia Sluice Valves for 160mm and 180mm dia pipes
4
23221
92885.04
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5 18 Divisions;100mm dia Sluice Valves for 110mm dia pipes
10
14748
147485.9
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5 18 Divisions;50mm dia Isolated Sluice Valves near Air Valves
2
8730
17460.12
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5 18 Divisions;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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5 18 Divisions;160 x 180 mm
3
830
2491.59
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5 18 Divisions;110 x 160 mm
10
447
4472.67
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5 18 Divisions;Reducers for
-
-
-
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5 18 Divisions;160 mm dia
5
1235
6175
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5 18 Divisions;110mm dia
10
346
3465.3
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5 18 Divisions;Tees for
-
-
-
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5 18 Divisions;160 mm dia
10
388
3885.6
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5 18 Divisions;110mm dia
20
198
3976.6
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5 18 Divisions;MS flanges to suit HDPE pipes for
-
-
-
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5 18 Divisions;160 mm dia
10
457
4578.7
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5 18 Divisions;110mm dia
20
180
3613
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5 18 Divisions;Long neck pipe ends for
-
-
-
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5 18 Divisions;160 mm dia
10
253
2533.6
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5 18 Divisions;110mm dia
20
104
2090.6
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5 18 Divisions;End caps for
-
-
-
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5 18 Divisions;160 mm dia
1
1024
1024.81
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5 18 Divisions;110mm dia
5
353
1766.7
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5 18 Divisions;Bends for
-
-
-
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5 18 Divisions;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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5 18 Divisions;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)
478
151
72574.74
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5 18 Divisions;160 mm dia HDPE Pipe 6kg/sqcm
150
106
16020
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5 18 Divisions;110mm dia HDPE Pipe 6kg/sqcm
2350
78
184216.5
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5 18 Divisions;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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5 18 Divisions;160 mm dia HDPE Pipe 6kg/sqcm
150
818
122754
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5 18 Divisions;110mm dia HDPE Pipe 6kg/sqcm
2350
425
998867.5
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5 18 Divisions;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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5 18 Divisions;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
200
223
44730
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5 18 Divisions;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
80.01
2284
182771.64
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5 18 Divisions;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
80.01
1012
81013.33
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5 18 Divisions;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
160.03
493
78901.19
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5 18 Divisions;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.
160.03
281
45086.85
... More
5 18 Divisions;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.
1120.21
128
143678.13
... More
5 18 Divisions;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.
69.53
2664
185246.69
... More
5 18 Divisions;Cutting open BT 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.
7.95
1280
10179.5
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