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₹ 15,36,345 
Notes
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Costs

Description

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BOQ Items

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ws;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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ws;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"

75

111

8325

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ws;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)

75

202

15150

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ws;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)

75

275

20625

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ws;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)

75

230

17250

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ws;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

75

143

10725

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ws;110x1/2 "mm dia

10

280

2800

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ws;90x1/2 " mm dia

15

280

4200

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ws;75x1/2 " mm dia

25

266

6650

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ws;63x1/2 "mm dia

25

254

6350

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ws;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.

405

49

20245.95

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ws;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.

405

34

13952.25

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ws;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.

12.15

2664

32370.88

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ws;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.

1.35

1280

1728.59

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ws;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.

63.9

6671

426336.97

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ws;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)

31.95

2006

64117.26

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ws;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

95.85

285

27351.76

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ws;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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ws;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.

243.87

72

17753.74

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ws;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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ws;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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ws;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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ws;EF Coupler D110mm PE 100BK 4PIN

5

288

1440

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ws;EF Coupler D90mm PE 100BK 4PIN

5

221

1105

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ws;110 x 125 mm

5

246

1230

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ws;90x110mm

5

162

810

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ws;75x90mm

5

117

585

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ws;63x75mm

5

72

360

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ws;110mm dia

5

274

1370

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ws;90mm dia

5

230

1150

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ws;75mm dia

5

131

655

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ws;63mm dia

5

109

545

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ws;110mm dia

5

167

835

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ws;90mm dia

5

161

805

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ws;75mm dia

5

148

740

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ws;63mm dia

5

118

590

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ws;110mm dia

5

143

715

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ws;90mm dia

5

103

515

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ws;75mm dia

5

80

400

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ws;63mm dia

5

66

330

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ws;110mm dia

5

83

415

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ws;90mm dia

5

72

360

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ws;75mm dia

5

54

270

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ws;63mm dia

5

44

220

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ws;110mm dia

5

279

1395

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ws;90mm dia

5

213

1065

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ws;75mm dia

5

125

625

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ws;63mm dia

5

95

475

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ws;110mm dia HDPE Pipe 6kg/sqcm

50

71

3550

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ws;90mm dia HDPE Pipe 6kg/sqcm

20

58

1160

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ws;75mm dia HDPE Pipe 6kg/sqcm

300

49

14700

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ws;63mm dia HDPE Pipe 6kg/sqcm

300

45

13500

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ws;110mm dia HDPE Pipe 6kg/sqcm

50

347

17391

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ws;90mm dia HDPE Pipe 6kg/sqcm

20

206

4124

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ws;75mm dia HDPE Pipe 6kg/sqcm

300

143

42978

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ws;63mm dia HDPE Pipe 6kg/sqcm

300

102

30624

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ws;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)

9.27

2006

18603.04

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ws;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

67

225

15097.78

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ws;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.

254.34

285

72578.46

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ws;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.

28.26

128

3623.78

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ws;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.

42.31

2664

112725.26

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ws;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.

3.75

1280

4801.65



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