Loading
Loading…
New
Tenderkart now works inside Claude and ChatGPT: search and analyse tenders right from your chat
Tenderkart now works inside Claude and ChatGPT: search and analyse tenders right from your chat
Loading…
Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.7 LAccepted-AOC VILLAGE AND POST OFFICE LUJ TEHSIL PANGI DISTRICT CHAMBA | L1 | Accepted-AOC Award of contract | |
| 2 | L2₹70.1 L+₹6.7 L (10.6%)Rejected-Finance | L2 | Rejected-Finance Rejected | |
| 3 | L3₹98.2 L+₹34.9 L (55.0%)Rejected-Finance HOSPITAL ROAD SOLAN TEHSIL SOLAN DISTRICT SOLAN HP | SOLAN | SOLAN | HIMACHAL PRADESH | L3 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | Surjeet Singh Thakur L3 | Roshan Chauhan L2 | BHUPENDER THAKUR L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in drains and channel etc in earth work in all kinds of soil such as kankar, moorum shingles conglomerate saturated soil and decomposed soft and hard rock including dressing of sides and beds, disposing of excavated soil not more thean clear from the edge of excavation and then returning the stacked soil in 15 cm layers including consolidating each deposited layers by ramming watering etc. and disposing of surplus excavated soil as per the direction of Engineer-in-charge within all leads and lifts. | 806.85 | Cum | 400 ₹3,22,740 Lowest | 550 ₹4,43,767.5 | 468 ₹3,77,605.8 |
| 2.00Providing, laying, jointing, testing & commissioning at site in excavted trenches to be levelled to grade following plain ended GMS pipe of following dia. Heavy class conforming to BIS 1239 part-1 as under or latest with upto date amendments, capable of withstanding required test pressure as prescribed in BIS code in random 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 conforming to IS 816-1969 or latest as applicable (leak proof) in three layers at site of work with welding rods of standard make and all allied accessories whatever required for welding at site tail pieces tees bends manufactured from parent pipes etc. and cutting of pipes wherever rerquired as per site requirement including carriage in all leads and lifts as directed by Engineer-in-charge (earth work shall be measured and paid for separately). The cost of flanged joints shall be included & same shall not be paid extra.as per the direction of Engineer-in-charge. | ||||||
| 2.01 | 150mm GI(H) from RD 1500 to 2800m | 1,300 | Rmt | 2,600 ₹33,80,000 | 2,500 ₹32,50,000 Lowest | 2,635 ₹34,25,500 |
| 3.00Providing 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 GI 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 GI 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 of all leads and lifts. | ||||||
| 3.01 | MS flanges 150mm GI(H) from RD 1500 to 2800m Flange Table-17 | 13 | Per Pair | 4,000 ₹52,000 | 1,500 ₹19,500 Lowest | 2,100 ₹27,300 |
| 4.00Providing and fixing double-flanged cast steel reflux valve of following dia of Kirloskar/Leader make conforming to BS:1868 of various Class including companion sheet gasket 3 mm thick with MS flanges of table-34,28 and 17 as per IS 6392-1971 i/c welding 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 104.00/52.00/21.00 Kg/cm2 with up 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. | ||||||
| 4.01 | Main Stage 150 mm dia ASA-150 Flange Table 17 | 1 | Each | 75,000 ₹75,000 | 72,000 ₹72,000 | 60,000 ₹60,000 Lowest |
| 5.00Providing and fixing double flanged sluice valve of following dia of Kirloskar/Leader make conforming to BS:1868 of various Class including campanion sheet gasket 3 mm thick with MS flanges of table-17 as per IS 6392-1971 i/c welding of M.S. flanges in two layers on both faces to make the joint leak proof and capable of with standing of nominal seat pressure of 104.00/52.00/21.00 Kg/cm2 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. | ||||||
| 5.01 | Main Stage 150 mm dia ASA-150 Flange Table 17 | 1 | Each | 72,000 ₹72,000 | 72,000 ₹72,000 | 65,000 ₹65,000 Lowest |
| 6.00Providing and fixing double flanged Cast steel air release valve of following dia of Leader/Kirloskar make conforming to IS: 14845/2000 with up to date amendment as per Class ASA -150 to withstand in normal seat pressure of 21.00 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. | ||||||
Tender Value
₹1.1 Cr
EMD Value
₹1.8 L
Closing Date
28 Apr 2025, 11:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
Jal Shakti Division Solan
SH Main storage tank Mohan Park from Mohan Park from RD 1500-2800
2025_HPIPH_103916_1
1510-1609 dated 11.04.2025
Open Tender
Civil Works
Item Rate
180 days
Mohan Park
Please refer tender notice
8 documents required · 8 mandatory
₹5,000
Executive Engineer
₹1.8 L
20 Sept 2025
12 Apr 2025
28 Apr 2025
12 Apr 2025
28 Apr 2025
12 Apr 2025
Amount
Excavation in drains and channel etc in earth work in all kinds of soil such as kankar, moorum shingles conglomerate saturated soil and decomposed soft and hard rock including dressing of sides and beds, disposing of excavated soil not more thean clear from the edge of excavation and then returning the stacked soil in 15 cm layers including consolidating each deposited layers by ramming watering etc. and disposing of surplus excavated soil as per the direction of Engineer-in-charge within all leads and lifts.
Providing, laying, jointing, testing & commissioning at site in excavted trenches to be levelled to grade following plain ended GMS pipe of following dia. Heavy class conforming to BIS 1239 part-1 as under or latest with upto date amendments, capable of withstanding required test pressure as prescribed in BIS code in random 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 conforming to IS 816-1969 or latest as applicable (leak proof) in three layers at site of work with welding rods of standard make and all allied accessories whatever required for welding at site tail pieces tees bends manufactured from parent pipes etc. and cutting of pipes wherever rerquired as per site requirement including carriage in all leads and lifts as directed by Engineer-in-charge (earth work shall be measured and paid for separately). The cost of flanged joints shall be included & same shall not be paid extra.as per the direction of Engineer-in-charge.
150mm GI(H) from RD 1500 to 2800m
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 GI 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 GI 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 of all leads and lifts.
MS flanges 150mm GI(H) from RD 1500 to 2800m Flange Table-17
Providing and fixing double-flanged cast steel reflux valve of following dia of Kirloskar/Leader make conforming to BS:1868 of various Class including companion sheet gasket 3 mm thick with MS flanges of table-34,28 and 17 as per IS 6392-1971 i/c welding 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 104.00/52.00/21.00 Kg/cm2 with up 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.
Main Stage 150 mm dia ASA-150 Flange Table 17
Providing and fixing double flanged sluice valve of following dia of Kirloskar/Leader make conforming to BS:1868 of various Class including campanion sheet gasket 3 mm thick with MS flanges of table-17 as per IS 6392-1971 i/c welding of M.S. flanges in two layers on both faces to make the joint leak proof and capable of with standing of nominal seat pressure of 104.00/52.00/21.00 Kg/cm2 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.
Main Stage 150 mm dia ASA-150 Flange Table 17
Providing and fixing double flanged Cast steel air release valve of following dia of Leader/Kirloskar make conforming to IS: 14845/2000 with up to date amendment as per Class ASA -150 to withstand in normal seat pressure of 21.00 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.
40 mm dia class 150
Restoration of road damages due to digging for laying of various dia pipe line in different Rds with surface and base course as in the existing road alognment. Construction of road should be as per the direction and to entire satification of Engineer-in-charge.
Roshan Chauhan (BID ID -511958)
Surjeet Singh Thakur (BID ID -513510)
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .