Municipal Administration Department Tender
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Costs
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Refer Documents
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
527628Bid Award Id
ViewTender No
MCDVK/E1/01/2024-25Tender Authority
Municipal Administration Department ViewPurchaser Address
-Website
http://tender.telangana.gov.in
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BOQ Items
Water line;RBR-FNDN-1- (IV) - Hard rock (blasting prohibited) -up to 3.00Mts. below GL: 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 divertion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete
248.4
1592
395492.54
Water line;Manufacture, supply, & delivery of High Density Polyethylene pipes (PE-100 Grade) for water supply conforming to IS 4984-2016 including transportation to any where in T.G, but excluding GST and specials etc., complete (Supply upto 90 mm dia in coil & above 90 mm dia stright length in6 M.)
2300
416
957168
Water line;Laying and jointing of HDPE pipes 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.
2300
76
175076
Water line;Manufacture, Supply, & Delivery of HDPE fittings conforming to IS 4984 - 1995 including transportation to anywhere in T.G. Excluding taxes.
-
-
-
Water line;Long Neck 110mm 6Kg/cm2
10
180
1806.5
Water line;Ms Flanges110mm 6Kg/cm2
15
198
2982.45
Water line;End Caps110mm 6Kg/cm2
10
104
1045.3
Water line;Tees 110mm 6Kg/cm2
10
346
3465.3
Water line;Bends110mm 6Kg/cm2
10
353
3533.4
Water line;150mm MJ Collar
140
145
20358.8
Water line;100mm MJ Collar
72
145
10470.24
Water line;Tees 150mm
87
145
12651.54
Water line;150mm Socket flange
30.6
145
4449.85
Water line;150mm Spigot
20.4
145
2966.57
Water line;Reducer 150X110
14
145
2035.88
Water line;Tees 110mm 6Kg/cm2
2
145
290.84
Water line;Bends110mm 90 degree DI
13
145
1890.46
Water line;100mm socket flange
6.6
145
959.77
Water line;100mm Spigot
9.9
145
1439.66
Water line;Supply and Fixing Electro Fusion Tapping saddle complying with BS EN 12201-3-2011, PN 12.5 rating & WRAS approved raw material as per BS 6920, manufactured from virgin resin of PE-80/PE-100 having blue/black colour using food grade compounded raw material for usage in drinking water system and having working pressure of 10 bar. 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 the Departmental Engineers, but excluding of all taxes.
20
318
6362.4
Water line;Supply and Fixing of Compression Fittings shall comply with ISO 17885 ? 2015, PN-16 rating and manufactured from virgin resin of PE-80 having blue colour. Raw material must be WRAS Approved as per BS 6920 for effect on water quality intended for human consumption. Compression fittings should have moulded-in SS 304 threaded insert outlet with thread dimension conforming to IS 554/ISO 7. The cost shall include testing of all materials, labour, inspection charges, transportation up to site, transit insurance, loading, unloading, stacking, providing and fixing etc. Complete as specified and directed by the Departmental Engineers, but excluding all taxes.
20
122
2454
Water line;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.
20
537
10748
Water line;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 GGG-40/ 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
-
-
-
Water line;100mm
2
14126
28253.78
Water line;150mm
2
22242
44484.82
Water line;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)
24.3
996
24208.15
Water line;RBR-CCPV-5-Construction of M30 grade plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement @ 400 kg per cum 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 appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of 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.
12.15
6273
76226.43
Water line;Carting of surplus excavated soil within a lead of 5Km from the site to a distance suitable including loading charges, cost & conveyance, dumping, labour charges and other incidental and operational charges etc., complete.
879
72
63815.4
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