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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC | ₹1.3 Cr Quoted ₹1.4 Cr | L1 | Accepted-AOC awarded |
| 2 | L2₹1.6 Cr+₹17.0 L (12.1%)Rejected-Finance | ₹1.6 Cr+₹17.0 L (12.1%) | L2 | Rejected-Finance Reject |
| 3 | Not Admitted-Fee/PreQual/Technical R O VILLAGE NALAG P O PAHAL SUB TEH SUNI DISTT SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
Refer Docs
EMD Value
₹1.4 L
Closing Date
22 Feb 2021, 11:00 amClosed
Executive Engineer
Jal Shakti Division NOhradhar
SH Laying, Jointing, Testing, Commissioning of GMS pipe line in distribution system feeder line.
2021_HPIPH_44367_1
19105-204 dated 15-02-2021
Open Tender
Pipe Laying Works
Item Rate
120 days
Nohradhar
Please refer Tender documents.
11 documents required · 11 mandatory
₹1,500
EE Nohradhar
₹1.4 L
Yes
29 Dec 2021
15 Feb 2021
22 Feb 2021
15 Feb 2021
22 Feb 2021
15 Feb 2021
Amount
Excavation in drains and channels etc.in earth work for pipes up to all depths in all classification of earthwork such as pick work, jumper work, saturated soil including bailing or pumping out water, blasting soft/hard rock or chiseling soft / hard rock where blasting is prohibited in all lifts including jungle clearance wherever required, trimming & dressing of sides, leveling of beds to correct grade including shoring/struting, planking, timbering & dewatering wherever required stacking the useable/unuseable material/soil seperately & 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/unuseable material as directed with in all leads & lifts including restoration of un-metalled surfaces to its original condition & including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects with-in all leads & lifts as per directions of the Engineer Incharge.
Laying, , jointing , testing & commissioning at site in trenches following plain ended GMS pipes of following dia of Heavy/Medium Grade conforming to BIS 1239-(Part-1)-1990 or latest with up to date ammendments, capable of withstanding required test pressure as prescribed in BIS code, in randum lengths of 5.5 to 6.5 mtr. The pipes ends shall be bevelled suitable for butt weld, including the cost of jointing with butt welding confirming to IS 816-1969 or latest as applicable (leak proof) in three layers at site of work with welding rods of standard make & all allied accessories whatever required for welding at site, tail pieces, tees, bends manufactured from parent pipes etc. and cutting of pipes wherever required as per site requirement i/c carriage in all leads & lifts as directed by Engineer-Incharge (Earth work shall be measured & paid for seperately).
Phase 1st
80mm dia (Medium grade)
100mm dia (Heavy grade)
Phase 2nd
80mm dia (Medium grade)
100mm dia (Medium grade)
Feeder Pipe line for Phase 2nd
100mm dia (Medium grade)
Providing, welding and fixing M.S. plate flanges of following dia. (nominal bore) of following Flange Tables confirming to IS 6392-1971 or latest with up to date ammendments to MSERW/GI pipes after every 90 metres or as per site requirement including cutting of pipes wherever required, welding in three layers (leak proof) confirming to specifications as prescribed in relvent I.S. Code i.e. IS 816-1969 or latest as applicable with up to date ammendments with nuts, bolts & washers & specials etc. confirming to IS-1963 or latest with up to date ammendments including packing sheet i.e. asbestos fibre sheet minimum 3mm thick and painting with anticorosive paints complete in all respect i/c all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.
Phase 1st
Dia FT
Phase 2nd
Feeder Pipe line for Phase 2nd
Laying, jointing, testing and commissioning in trenches galvanised mild steel tube of following dia including providing and fixing tube fittings such as reducer increasers, sockets, union,tees,bends etc. where ever required (earth work in trenches to be measured and paid for separately) and as per the direction of Engineer-in-charge including entire carriage of material upto all leads and lifts.
Phase 1st
20mm dia (Light grade)
25mm dia (Light grade)
32mm dia (Light grade)
40mm dia (Light grade)
50mm dia (Light grade)
65mm dia (Light grade)
Phase 2nd
20mm dia (Light grade)
25mm dia (Light grade)
32mm dia (Light grade)
40mm dia (Light grade)
50mm dia (Light grade)
Providing and fixing double flanged Air valve (Isolating type) double orifice with rubber ball following dia. of Kirloskar/Leader/Bir make conforming to BS:14845 with upto date amendments i/c carriage in all leads & lifts & complete in all respect a as per direction and to the entire satisfaction of Engineer-in-Charge.
15mm dia
20mm dia
25mm dia
32mm dia
HYDRAULIC ENGINEERING COMPANY
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