Shimla Jal Prabandhan Nigam Limited Tender
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Shimla Jal Prabandhan Nigam Limited Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date7 Aug 2024
Closing Date17 Aug 2024
Tender Amount₹ 4,30,05,946
Costs
EMD
₹ 4,62,559Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_SJPNL_91519_2Bid Award Id
ViewTender No
2680 dated 06/08/2024Tender Authority
Shimla Jal Prabandhan Nigam Limited ViewPurchaser Address
-Website
http://hptenders.gov.in
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Documents
BOQ Items
200 mm dia X-70 pipe 11.10 mm wall thickness from RD 0 to 200 = 400 Rmt.
For Twin pipe line
400
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200 mm dia X-70 pipe 9.50 mm wall thickness from RD 200 to 500 = 600 Rmt.
For Twin pipe line
600
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200 mm dia X-70 pipe 8.70 mm wall thickness from RD 500 to 700 = 400 Rmt.
For Twin pipe line
400
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200 mm dia X-70 pipe 7.90 mm wall thickness from RD 700 to 900 = 400 Rmt.
For Twin pipe line
400
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200 mm dia X-70 pipe 7.00 mm wall thickness from RD 900 to 1100 = 400 Rmt.
For Twin pipe line
400
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200 mm dia X-70 pipe 6.4 mm wall thickness from RD 1100 to 1395 = 590 Rmt.
For Twin pipe line
590
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Providing laying joining and testing of 150mm dia API pipe 5L grade X 70 pipe of 6.40 mm wall thickness having Flanged/butt welded joints by considering three layer pipes including cost of bends complete as per confirming to IS/ISO :3183:2007 of following grade & wall thickness as per dimensions weightand test pressure mention below in a randon length of 4 to 7m. The welding of flanges with electrodes as per relevents codes including required nos & size of nuts, bolts & gaskit sheet not less than 3mm thickness as per relevents codes. The welding of flanges to be done on both side in to layers to make the joint leak proof and to entire satisfication of the engineer in charge. The laying of pipe should be confirmed to IS: 5822-1994(Earth work in trenches to be measured and paid for separately ). The pipe shall be galvanised with Zinc coating in three layers confirming to IS :4736-1986 within all leads and lifts complete in all respect as per the direction of Engineer-in-charge.
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150 mm dia X-70 pipe 7.9 mm wall thickness
100
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Providing welding and fixing of M.S. flanges @ 1% of joints, conforming to following tables as per IS 6392-1971 (Latest with up to date amendments) and welding of MS flanges with API pipes in three layers i.e two-layer on outer faces and one layer on inner faces to make the joint leak-proof (The cost of proving and laying of APl pipes and butt welded joints to be measured and paid for separately). The welding of flanges should conform to IS 816-1969 with electrodes as per IS 814-1991 and the required number of nuts and bolts conforming to IS 1364, the thickness of gasket not less than 3.00 mm conforming to IS 2712-1998. The work shall be done as per the entire satisfaction of the engineer in charge including all leads and lifts.engineer in charge including all leads and lifts.
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Old Gumma Line: 200 mm dia X-70 pipe from RD 0 to 700 Flange Table-42 for Twin pipe line
14
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Old Gumma Line: 200 mm dia X-70 pipe from RD 700 to 1300 Flange Table-38 for Twin pipe line
12
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Old Gumma Line: 200 mm dia X-70 pipe from RD 1300 to 1395 Flange Table-34 for Twin pipe line
4
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Old Gumma Line: 200 mm dia class ASA -600 Flange Table 34 at RD 1380 for Twin pipe Line
4
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For Scour Pipes of 150mm diameter Flange Table-34 for Twin pipe line
4
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Providing and fixing double-flanged cast steel reflux valve of following dia of Leader make conforming to BS:1868 of various Class including companion she gasket 3 mm thick with MS flanges of table-42,38 as per IS 6392-1971 i/c weldi of M.S. flanges in two layers on both faces to make the joint leak proof and capable of withstanding of nominal seat pressure of 104.00/52.00 Kg/cm2 with to date amendments i/c carriage in all leads & lifts & complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.
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Old Gumma Twin pipe line 200mm dia class ASA-900 Flange Table 42 at RD 10
2
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Old Gumma Twin pipe line 200mm dia class ASA-600 Flange Table 34 at RD 1380
2
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Providing and fixing double-flanged sluice valve of following dia of Leader make of various classes including companion sheet gasket 3 mm thick with as per IS 6392-1971 i/c welding of MS flanges in two layers on both faces to make the joint leak proof and capable of withstanding of nominal seat pressure and carriage in all leads & lifts & complete in all respect an as per direction and to the entire satisfaction of Engineer-in-charge.
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For scour pipe line CS Sluice valve of 150 mm dia class ASA-900 Flange Table-
42 at RD 10
2
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For scour pipe line CS Sluice valve of 150 mm dia class ASA-600 Flange Table-
34 at RD 1380
2
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Providing and fixing double flanged Cast steel air release valve of following dia of Leader make conforming to IS: 14845/2000 with up to date amendment as per Class ASA -600 to withstand in normal seat pressure of 104.00 Kg/cm2 including champion sheet gasket 3 mm thick, including carriage in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge.
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100 mm dia Class ASA-600 for twin pipe line.
12
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Excavation in foundation, trenches (for pipes & pits) upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, blasting soft/ hard rock or chieselling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, leveling of beds to correct grade i/c shoring /strutting, planking, timbering & dewatering wherever required, stacking the useable & unuseable material /soil separately & after laying jointing & testing of pipes, returning the useable soil in trenches in 15 cm layers including consolidating of such deposited layer by ramming & watering & then disposing of all surplus excavated soil /unusable material as directed with in all leads & lifts complete all respects with in all leads & lifts as per directions of engineer-in-charge. Anchor Blocks
544.5
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Providing and laying cement concrete 1:4:8 (1 cement. 4sand:8 graded crushed stone aggregate 40mm nominal size) and curing complete excluding cost of for work in foundation and plinth in all leads and lifts and to the enitre satisfaction of Engineer-in- charge
72.9
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Providing and laying cement concrete 1:1.5:3 (1 cement: 1.5sand:3 graded crushed stone aggregate 20mm nominal size)and curing complete excluding cost of form work and reinforcement for reinforced work in:- Columns, pillers, posts and struts upto floor two leval.
252
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Providing form work with steel plates 3.15mm thick welded with angle iron frame 30x30x5mm so as to give a fair finish including centring,shuttering,strutting and propping etc with wooden battens and ballies,height and propping and centring below supporting floor to ceiling not exceeding 4 mtr. and removal of the same for insitu -reinforced concrete and plain concrete work in :- columns,pillar,posts and struts :Square,rectangular or polygonal; in plan.
1056
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Providing tor steel reinforcement for reinforced cement concrete work including bending binding and placing in position complete including the cost of binding ire in all leads and lifts.
17640
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