Municipality Tender

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Municipality Tender

Works
Civil And Construction
Water Storage And Supply
Opening Date7 Mar 2024
Closing Date11 Mar 2024
Tender Amount₹ 24,28,596 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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315mm dia

66

205989

3121.05

... More
Manufacture, supply & delivery of HDPE fittings conforming to IS 4984 - 1995 including transportation to any where in A.P, excluding GST and other taxes etc., complete Long Neck Collers 110mm dia.

7

2155

307.9

... More
160mm dia.

10

7248

724.86

... More
200mm dia.

18

25542

1419.05

... More
250mm dia.

3

5726

1908.73

... More
315mm dia.

5

12293

2458.63

... More
M.S Flanges, 110mm dia.

7

1638

234.05

... More
160mm dia.

10

4567

456.73

... More
200mm dia.

18

15010

833.93

... More
250mm dia.

3

3705

1235

... More
315mm dia.

5

8237

1647.42

... More
Supply and Delivery of CI specials including all charges etc., completed CI Tail piece 250mm dia

425

46244

108.81

... More
CI All Flanged TEEs

950

103369

108.81

... More
CI Double Flanged

130

14145

108.81

... More
CID Joints 250mm dia

1

1670

1670.77

... More
450mm dia

3

14067

4689.03

... More
CI D/F Tapers

233

25352

108.81

... More
Supply and Delivery Nuts and Bolts of different sizes viz., Bolts including taxes and conveyance etc., complete. 100mm dia.

440

55488

126.11

... More
Supply and Delivery of Rubber Packing (3mm / 6mm thick) including taxes and conveyance etc., complete.

50

5283

105.66

... More
Supply and delivery of "Resilient Seated Soft Sealing" Gate Valves (Sluice Valves) with Body and Bonnet of Ductile Iron GGG-40/SG-400/15 or GGG-50/SG-500/7 or Equivalent as per IS1865,IS:3896-2 and Wedge fully Rubber Lined with food grade quality grade W270 grade EPDM,Replaceable Spindle Nut without gland packing with 3-O ring protection system on the Shaft and Seals of NBR. The Valves should be Vacuum tight and 100% leak proof with face to face dimensionsas BS:5163 Type A/IS:14846. All the valves should be with fusion bonded Electrostatic Powder coating both inside and outside (Min 250 Microns)- RAL 5005 with Pocket Less Straight through body Passage conforming to Design standards of DIN-3202F4/BS:5163 Type A Flange drilling as perIS - 1538 including transportation and excluding GST and other taxes etc., complete 200mm dia DI Sluice Valves

1

35758

35758.9

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250mm dia DI Sluice Valves

1

45600

45600.8

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Cutting open C.C. road surface including all tools & Plants and labour charges etc.,for Interconnections

6.5

26836

4128.7

... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH (RBR FNDN-1) Manual

505

211180

418.18

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Mechine

505

62251

123.27

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Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH for foundations of cc drains RBR-FNDN-2(1)

80

70444

880.55

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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.for 110 mm OD HDPE

342

19487

56.98

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for 160 mm OD HDPE

240

21489

89.54

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for 200 mm OD HDPE

588

75640

128.64

... More
for 300 mm OD HDPE

66

12794

193.85

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Providing interconnection to exisitng pipelines to new pipe line excluding all necessary specials and jointing materials as per site condition and including all labour charges for fixing etc., complete.200 mm dia.to 110 mm dia.

3

12000

4000

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200 mm dia.to 160 mm dia.

2

8800

4400

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160 mm dia.to 110 mm dia.

3

11400

3800

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300 mm dia.to 250 mm dia.

1

5000

5000

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300 mm dia.to 200 mm dia.

1

4800

4800

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450 mm dia.to 100 mm dia.

1

5000

5000

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Construction of Masonary Sluice Valve pit suitable to the sluice valves of sizes as per TD No. 4/1941. 200 mm dia.

1

20101

20101.94

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250 mm dia.

2

77923

38961.81

... More
Carting away of Excavated Earth to a lead up to 2.0 KM (the rate including conveyance charges and un loading charges) including ideal hire charges of truck etc. complete as directed by the departmental authorities of the work.

505

25452

50.4

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Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers on prepared surface, mixing by mix in place method at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 MORD. with STONE DUST RBR-SBBS-12

7

7755

1107.9

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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 mictron 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. Unit = cum Taking output = 75 cum (172.50 t)(100 x 3.75 x 0.200)

5

33658

6731.66



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