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Providing Drinking Water Facilities From Existing Main Storage Tank Ultra Tech Cement Plant At Bagga To Village Dangoyal Dhar And Sehnalighat In G.P. Mangal Tehsil Arki Distt. Solan (Hp) (Sh- Providing Laying And Jointing Mserw Pipe , Laying And Jointing , Solan-Himachal Pradesh

Irrigation And Public Health Department has published Providing Drinking Water Facilities From Existing Main Storage Tank Ultra Tech Cement Plant At Bagga To Village Dangoyal Dhar And Sehnalighat In G.P. Mangal Tehsil Arki Distt. Solan (Hp) (Sh- Providing Laying And Jointing Mserw Pipe , Laying And Jointing . Submission Date for this Tender is 28-07-2022. Cement plant Tenders in Solan Himachal Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

33173048
Providing Drinking Water Facilities From Existing Main Storage Tank Ultra Tech Cement Plant At Bagga To Village Dangoyal Dhar And Sehnalighat In G.P. Mangal Tehsil Arki Distt. Solan (Hp) (Sh- Providing Laying And Jointing Mserw Pipe , Laying And Jointing
Open Tender
Indian
Himachal Pradesh
Solan
28-07-2022

Tender Details

Providing Drinking Water Facilities From Existing Main Storage Tank Ultra Tech Cement Plant At Bagga To Village Dangoyal Dhar And Sehnalighat In G.P. Mangal Tehsil Arki Distt. Solan (Hp) (Sh- Providing Laying And Jointing Mserw Pipe , Laying And Jointing Gms Pipe (Heavy And Medium Class) Of Rising Main).

Key Value

Document Fees
INR 250 /-
EMD
INR 15470.0 /-
Tender Value
INR 7.73 Lakhs /-

BOQ Items

Name of Work:-Providing drinking water facilities from existing main storage tankUltra Tech Cemant Plant at Bagga to Village Dangoyal Dhar and Sehnalighat in G.P. Mangal Tehsil Arki Distt. Solan (HP) (SH:- Providing Laying & jointing MSERW pipe , Laying & jointingGMS pipe (Heavy& Medium class) of Rising Main).
Sl. No. Item Description
1Excavation in foundation, trenches etc. earth work in all type of soil such as pick work, jumper work, blasting work kankar,moorum singles including decomposed soft and hard rock etc. upto all heights stacking the excavated earth not more than 3 metres clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinths and sides of foundation etc.consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth upto all leads and lifts as directed by the Engineer in charge complete in all respects.
2Providing, laying, testing & commissioning at site in trenches bevelled endedgalvanisedBIS markedMSERW pipes confirming to IS /ISO- 3183-2007 or its equivalent latest with up to date ammendments of followingdia with steel grade L-210 or "A" having wall thickness & per Rmt weight as mentioned below & capable of withstanding required test pressure as prescribed in BIS code, in random lengths of5.5 to 6.5 mtr. The pipe"s ends shall be bevelledsuitable for butt welding, including the cost of jointing with butt welding confirming to IS 816-1969 or latest as applicablewith up to date ammendments(leak proof) in three layers at site of workwith welding rods of standard make& allallied accessories whatever required for welding at site, tail pieces, tees, bends & other specialsmanufactured from parent pipes as applicable to the particular reach & of approved specification as per site conditions and cutting of pipes wherever requiredas per siterequirementi/c carriage in all leads & lifts and as directed by Engineer-Incharge. The pipe shall havezinc coatinginside & outside confirming to IS-4736-1986 or latest with up to date ammendments & shall be engraved with ISO 3183-2007 . The laying shall confirm to BIS 5822-1970 or latest with up to date ammendments to the entire satisfaction of Engineer-Incharge(Earth work& cost of MS flangesafter 100 meters lengthshall be measured & paid for seperately). 50 mm diaRD LengthDiaWt. classTable
30-600600 50 mm4.80 mm6.57Kg/mtr. MSERW 28
4Layingjointing , testing & commissioning at site in trenches bevelled ended BIS marked GI pipe confirming to relevent codesIS-1239-2004 latest with up to date ammendments of followingdia wall thickness & per Rmt weight as mentioned below & capable of withstanding required test pressure as prescribed in BIS code, in random lengths of5.5 to 6.5 mtr. The pipe"s ends shall be bevelledsuitable for butt welding, including the cost of jointing with butt welding confirming to IS 816-1969 or latest as applicablewith up to date ammendments(leak proof)in three layers at siteof work withwelding rods of standard make & all allied accessories whatever required for welding at site, tail pieces, tees, bends & other specialsmanufactured from parent pipes as applicable to the particular reach & of approved specification as per site conditions.and cutting of pipes wherever requiredas per siterequirementi/c carriage in all leads & lifts and as directed by Engineer-Incharge.The laying shall confirm to BIS 5822-1970 or latest with up to date ammendments to the entire satisfaction of Engineer-Incharge(Earth work& cost of MS flangesafter 100 meter length shall be measured & paid for seperately) 50mm dia Heavy class RD LengthDiaWt. classTable
5600 - 850250 50mm6.19Kg.mtr. GMS (HC) 28
6850 - 1150300 50mm6.19Kg.mtr. GMS (HC)17
7Layingjointing , testing & commissioning at site in trenches bevelled ended BIS marked GI pipe confirming to relevent codesIS-1239-2004 latest with up to date ammendments of followingdia wall thickness & per Rmt weight as mentioned below & capable of withstanding required test pressure as prescribed in BIS code, in random lengths of5.5 to 6.5 mtr. The pipe"s ends shall be bevelledsuitable for butt welding, including the cost of jointing with butt welding confirming to IS 816-1969 or latest as applicablewith up to date ammendments(leak proof)in three layers at siteof work withwelding rods of standard make & all allied accessories whatever required for welding at site, tail pieces, tees, bends & other specialsmanufactured from parent pipes as applicable to the particular reach & of approved specification as per site conditions.and cutting of pipes wherever requiredas per siterequirementi/c carriage in all leads & lifts and as directed by Engineer-Incharge.The laying shall confirm to BIS 5822-1970 or latest with up to date ammendments to the entire satisfaction of Engineer-Incharge(Earth work& cost of MS flangesafter 100 meter length shall be measured & paid for seperately) 50mm dia MediumclassRDLengthDiaWt. classTable
81150 - 1300150 50mm 5.03Kg.mtr. GMS (MC) 17
91300 - 1530230 50mm 5.03Kg.mtr. GMS (MC)5
10Providing, welding and fixing M.S. plate flangesofvarious dia (nominal bore) offollowing Flange Tables confirmingto IS 6392-1971 or latest with up to date amendmentstoMSERW / GI pipe afterevery 100 mtr. pipe or as per site requirement including cutting ofof pipes wherever required, welding in three layers (leak proof) confirming to specifications as prescribed in relevant I.S. Code i.e. IS 816-1969 or latest as applicable with up to date amendments withnuts, bolts &washers & specials etc. confirming to IS-1963 or latest with up to date amendments including packingsheet i.e. asbestos fibre sheet minimum 3mm thick and painting with anticorrosive paints completein all respect in all leads, liftsand carriage of material at site and as directed by the Engineer in charge. RDLength (In mtrs.) Dia(in mm) Flange Table.
110-850 85050 T- 28
12850-1300 45050 T-17
131300-1530 23050 T- 5
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