Municipal Corporation Tender
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Municipal Corporation Tender
Civil And Construction
Pipe Line Project
Water Storage And Supply
Opening Date28 Jan 2025
Closing Date12 Feb 2025
Tender Amount₹ 5,91,954
Costs
EMD
₹ 5,920Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
782147Tender No
ET NO.62/2024-25, Item No.16Tender Authority
Municipal Corporation ViewPurchaser Address
-Website
http://http://www.gunturcorporation.org/
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Documents
BOQ Items
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OD 200x160mm dia Reducers
1
1824
1825
... More
OD 160x110mm dia Reducers
1
1021
1021
... More
OD 110mm dia HDPE TEE
1
586
586
... More
OD 110mm dia Bend
1
601
601
... More
Manufacture, Supply and Delivery of Cast Iron Pipes and fittings (Spls.) Confirming to I.S.No.7181/1986, 5531/1988, 3950/1979 and C.I.D Joints confirming to IS No.8794/1988 at site of work anywheere in A.P including loading, transportation to site of work stacking at site transit risk and Package, including sales taxe and but excluding central excise duty. PH - Pg.No.103
-
-
-
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200mm Dia C.I.D Joints Class-15
4
2048
8196
... More
100mm Dia C.I.D Joints Class-15
4
1006
4025
... More
150mm dia DI Double Flanged Sluice Valve PN-1.60
1
24198
24199
... More
200mm dia DI Double Flanged Sluice Valve PN-1.60
1
35554
35555
... More
Supply and delivery of Bolts and Nuts with double washers including taxes and conveyance etc., complete. (1/2 " to 1 ")
30
138
4158
... More
Supply and delivery of Rubber Packing including taxes and conveyance etc., complete (3 mm / 6 mm thick).
18
115
2086
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Cutting open C.C. road surface with concrete saw cutter and removal with Breaker - 1 Cum.Cutting open C.C Road surface (S.No.25(b), P.8, PH Items)
11.52
4268
49178
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Earthwork excavation in Ordinary soil by Mechanical Means upto 3 m depth 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(B)) - 1 Cum
360
128
46105
... More
Filling of Stone Crusher Dust for foundation trenches including cost and conveyance off all materials and all labour charges ramming,watering etc, as per drawing and technical specification in Clause 305.3.9 MORD & 304 MORTH
36
673
24242
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Laying and jointing of H.D.P.E 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 - 1 Rmt (Public Health Items, P.5)
300
110
33198
... More
Lowering, keeping in position and fixing C.I. sluice valves (with cap / with hand wheel & reflex valves) excluding cost of bolts, nuts, rubber insertion, sluice valve and tail pieces - 1 No. (PHE-CISV-15)
-
-
-
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150mm Dia PN 1.60
1
379
380
... More
200mm Dia PN 1.60
1
626
626
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Earthwork excavation in Ordinary soil by Mechanical Means upto 3 m depth 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(B)) - 1 Cum
17.28
128
2213
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Carting away the surplus excavated earth from the work site with a lead of 3 km beyond initial lead including loading, unloading and conveyance but excluding stacking charges etc., complete - 1 Cum.
5.18
144
749
... More
Filling of Stone Crusher Dust for foundation trenches including cost and conveyance off all materials and all labour charges ramming,watering etc, as per drawing and technical specification in Clause 305.3.9 MORD & 304 MORTH
8.64
673
5818
... More
Laying of Plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 / 53 grade at cement as per Clause 1501.2.2 M30 (Grade) at 400 kg per cum, 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, spreading the concrete with shovels, rakes, compacted using needle and plate vibrators and finished in continuous operation including curing of concrete slabs for 28- days and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD
10
6277
62778
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Provision for Seignorage charges
-
-
5107
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Provision for NAC @ 0.10%
-
-
597
... More
Provision for GST @ 18%
-
-
107578
... More
Provision for TPQA @ 0.749 %
-
-
4434
... More
Unforeseen item
-
-
330
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