Municipality Tender

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Municipality Tender

Works
Civil And Construction
Water Storage And Supply
Opening Date8 Mar 2025
Closing Soon13 Mar 2025
Tender Amount₹ 23,20,679 
Notes
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Costs

Description

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water supply;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.

600

108

64800

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water supply;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. Compression Male/ Female threaded elbow with SS Insert D20mmx1/2"

120

111

13320

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water supply;S& F 15 mm Nominal Bore GI pipe light Grade properties & weight as per IS 1239 ISI mark with GI fittings including the cost of pipe & its fittings &labour charges complete - for stand post (TBSP-G.I-01)

120

202

24240

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water supply;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)

120

275

33000

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water supply;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)

120

230

27600

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water supply;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

120

143

17160

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water supply;110x1/2 "mm dia

10

280

2800

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water supply;90x1/2 " mm dia

30

280

8400

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water supply;75x1/2 " mm dia

40

266

10640

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water supply;63x1/2 "mm dia

40

254

10160

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water supply;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.

540

49

26994.6

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water supply;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 including cost of materials, manufacturing, loading, unloading, stacking, transit insurance, transportation to any where in Telangana but excluding GST.

540

34

18603

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water supply;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.

16.2

2664

43161.17

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water supply;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.

1.8

1280

2304.79

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water supply;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.

105.6

6671

704556.86

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water supply;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)

52.8

2006

105959.04

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water supply;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

158.4

285

45201.02

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water supply;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

800

68

55008

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water supply;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.

412.55

72

30033.64

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water supply;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)

2

2599

5199.82

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water supply;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)

6

940

5645.7

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water supply;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)

1.5

777

1166.84

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water supply;EF Coupler D110mm PE 100BK 4PIN

5

288

1440

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water supply;EF Coupler D90mm PE 100BK 4PIN

5

221

1105

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water supply;110 x 125 mm

5

246

1230

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water supply;90x110mm

5

162

810

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water supply;75x90mm

5

117

585

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water supply;63x75mm

5

72

360

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water supply;110mm dia

5

274

1370

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water supply;90mm dia

5

230

1150

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water supply;75mm dia

5

131

655

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water supply;63mm dia

5

109

545

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water supply;110mm dia

5

167

835

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water supply;90mm dia

5

161

805

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water supply;75mm dia

5

148

740

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water supply;63mm dia

5

118

590

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water supply;110mm dia

5

143

715

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water supply;90mm dia

5

103

515

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water supply;75mm dia

5

80

400

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water supply;63mm dia

5

66

330

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water supply;110mm dia

5

83

415

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water supply;90mm dia

5

72

360

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water supply;75mm dia

5

54

270

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water supply;63mm dia

5

44

220

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water supply;110mm dia

5

279

1395

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water supply;90mm dia

5

213

1065

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water supply;75mm dia

10

125

1250

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water supply;63mm dia

10

95

950

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water supply;110mm dia HDPE Pipe 6kg/sqcm

100

71

7100

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water supply;90mm dia HDPE Pipe 6kg/sqcm

30

58

1740

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water supply;75mm dia HDPE Pipe 6kg/sqcm

500

49

24500

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water supply;63mm dia HDPE Pipe 6kg/sqcm

500

45

22500

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water supply;110mm dia HDPE Pipe 6kg/sqcm

100

347

34783

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water supply;90mm dia HDPE Pipe 6kg/sqcm

30

206

6186.3

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water supply;75mm dia HDPE Pipe 6kg/sqcm

500

143

71630

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water supply;63mm dia HDPE Pipe 6kg/sqcm

500

102

51040

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water supply;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)

15.71

2006

31526.83

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water supply;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

113

225

25463.42

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water supply;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.

432.14

285

123315.47

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water supply;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.

48.02

128

6157.6

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water supply;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.

70.89

2664

188870.1

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water supply;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.

5.55

1280

7106.44



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