Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.1 LAccepted-AOC | ₹3.1 L Quoted ₹3.5 L | L1 | Accepted-AOC accept |
| 2 | L2₹3.8 L+₹33,244 (9.48%)Rejected-Finance R O VILL HASOL P O CHUKHATH TEHSIL JAWALAMUKHI DISTT KANGRA | KANGRA | HIMACHAL PRADESH | 175013 | ₹3.8 L+₹33,244 (9.48%) | L2 | Rejected-Finance reject |
| 3 | L3₹4.0 L+₹51,501.50 (14.7%)Rejected-Finance | ₹4.0 L+₹51,501.50 (14.7%) | L3 | Rejected-Finance reject |
| Sl No | Description | Qty | Unit | M/S VIKAS CONSTRUCTION L2 | Divyanshu Pathania L3 | Sudhir Kumar L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation and trenches etc. (in pipes and pits) in all kinds of soils such as pick work, jumper work, blasting in soft/hard rock, chiselling/wedging out of rock (where blasting is prohibited) separated soil stacking the excavated earth within all leads and lifts clear from the edge of excavation and then returning the stacked soil in 15cm layers when required to fill up sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-in-charge. | 165.15 | cum | 450 ₹74,317.5 Lowest | 500 ₹82,575 | 490 ₹80,923.5 |
| 2.00Laying, jointing and testing GMS Pipes flanged / Butt Welded pipes including cost of bends complete as per IS:1239-1990 (Part-1), as per dimensions, weights and test pressures mentioned below in a random length of 4 to 7 meters. The Butt welded joints & Flanges are to be provided on each GMS pipe as per table given below conforming to IS:6392 - 1971 and welding of flanges with electrodes as per relevant codes including required number & size of nuts and bolts as per relevant codes and asbestos fibre jointing gasket sheet not less than 3mm thickness as per relevant codes. The welding of flanges to be done on both faces in two layers to make the joints leak proof and to entire satisfaction of the Engineer-in-charge. The laying of pipe should be conformed to IS: 5822-1994. (Earth work in trenches, Flanged joints & Butt weld joints to be measured and paid for separately ) | ||||||
| 3.00 | 50mm dia | 275 | cum | 65 ₹17,875 | 65 ₹17,875 | 61 ₹16,775 Lowest |
| 4.00Providing and welding M.S. flanges at suitable point, conforming to following tables as per IS 6392-1971 (Latest with upto date amendments) with plain end GMS/MSERW pipe in requisite number of layers on both faces to make the joint leak proof (The cost of providing and laying of MSERW pipes is 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 required number of nuts and bolts conforming to IS 1364, including cost of gasket sheet nuts & bolts. The thickness of gasket sheet not less than 3.00mm conforming to IS 2712-1998. The work shall be done to the entire satisfaction of engineer in charge with in all leads and lifts. | ||||||
| 5.00 | 50mm dia T-5 | 10 | Pair | 1,700 ₹17,000 | 1,590 ₹15,900 Lowest | 1,600 ₹16,000 |
| 6.00Providing circumferential Butt welded joints by electrical arc welding to GMS/MSERW pipe, welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS: 816-1969 specifications, by using welding electrodes conforming to IS:814-1991, at site of work complete in all respects, including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge. | ||||||
| 7.00 | 50mm dia | 45 | Joint | 550 ₹24,750 | 430 ₹19,350 Lowest | 500 ₹22,500 |
| 8.00 | Pdg & erection of submersible pumping set of KSB/SU/Crompton Greaves make comprising to latest relevant BIS code. The pump should be fitted with impeller of suitable alloy as per BIS:5659-1972 latest suitable for clear water upto required head to specified gauge electric induction motor water proof type of standard make such as KSB/SU/Crompton Greaves and suitable for operation on 220(+/-)10 % volts, 50 cycles/second, single phase AC electric supply. The power of electric motor should be at least (+) 10 % and (-) 25 % of the duty point head. The motor should be as per suitable IS code with up to date amendments. It should include cost of bearings, nuts, bolts and pointing etc. and should meet the following requirements :- (i) Discharge (Q) = 2.43 LPS or 8.75 Cum/Hour. (ii) Total Dynamic Head = 66.11 Meters. (iii) Pumping hours = 8.00 hours. | 5 | HP | 20,000 ₹1,00,000 | 21,000 ₹1,05,000 | 16,500 ₹82,500 Lowest |
| 9.00 | Pdg & Fixing of submersible cable of Finolex/siemens/kalinga make of 6.00 Sq. mm and G.M NRv of 40 mm dia Complete in all respect | 280 | Rmt | 450 ₹1,26,000 | 500 ₹1,40,000 | 400 ₹1,12,000 Lowest |
| 10.00 | Pdg. & Fixing of single Phase pannel board comprising of voltmetre , ampere metre, D.O.L starter including lamp,MCB & Capaitor of suitable capacity with off and on switches complete in all respect. | 1 | No | 24,000 ₹24,000 | 21,500 ₹21,500 | 20,000 ₹20,000 Lowest |
Tender Value
₹3.2 L
EMD Value
₹6,437
Closing Date
18 Oct 2025, 11:00 amClosed
EE
Jal Shakti Division Jawalamukhi
LWSS Angreh laying and rising main
2025_HPIPH_117262_1
JAM-KNG02-742
Open Tender
Civil Works
Item Rate
90 days
Jawalamukhi
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
EE Jawalamukhi
₹6,437
6 Dec 2025
8 Oct 2025
18 Oct 2025
8 Oct 2025
18 Oct 2025
8 Oct 2025
Amount
Excavation in foundation and trenches etc. (in pipes and pits) in all kinds of soils such as pick work, jumper work, blasting in soft/hard rock, chiselling/wedging out of rock (where blasting is prohibited) separated soil stacking the excavated earth within all leads and lifts clear from the edge of excavation and then returning the stacked soil in 15cm layers when required to fill up sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-in-charge.
Laying, jointing and testing GMS Pipes flanged / Butt Welded pipes including cost of bends complete as per IS:1239-1990 (Part-1), as per dimensions, weights and test pressures mentioned below in a random length of 4 to 7 meters. The Butt welded joints & Flanges are to be provided on each GMS pipe as per table given below conforming to IS:6392 - 1971 and welding of flanges with electrodes as per relevant codes including required number & size of nuts and bolts as per relevant codes and asbestos fibre jointing gasket sheet not less than 3mm thickness as per relevant codes. The welding of flanges to be done on both faces in two layers to make the joints leak proof and to entire satisfaction of the Engineer-in-charge. The laying of pipe should be conformed to IS: 5822-1994. (Earth work in trenches, Flanged joints & Butt weld joints to be measured and paid for separately )
50mm dia
Providing and welding M.S. flanges at suitable point, conforming to following tables as per IS 6392-1971 (Latest with upto date amendments) with plain end GMS/MSERW pipe in requisite number of layers on both faces to make the joint leak proof (The cost of providing and laying of MSERW pipes is 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 required number of nuts and bolts conforming to IS 1364, including cost of gasket sheet nuts & bolts. The thickness of gasket sheet not less than 3.00mm conforming to IS 2712-1998. The work shall be done to the entire satisfaction of engineer in charge with in all leads and lifts.
50mm dia T-5
Providing circumferential Butt welded joints by electrical arc welding to GMS/MSERW pipe, welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS: 816-1969 specifications, by using welding electrodes conforming to IS:814-1991, at site of work complete in all respects, including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge.
50mm dia
Pdg & erection of submersible pumping set of KSB/SU/Crompton Greaves make comprising to latest relevant BIS code. The pump should be fitted with impeller of suitable alloy as per BIS:5659-1972 latest suitable for clear water upto required head to specified gauge electric induction motor water proof type of standard make such as KSB/SU/Crompton Greaves and suitable for operation on 220(+/-)10 % volts, 50 cycles/second, single phase AC electric supply. The power of electric motor should be at least (+) 10 % and (-) 25 % of the duty point head. The motor should be as per suitable IS code with up to date amendments. It should include cost of bearings, nuts, bolts and pointing etc. and should meet the following requirements :- (i) Discharge (Q) = 2.43 LPS or 8.75 Cum/Hour. (ii) Total Dynamic Head = 66.11 Meters. (iii) Pumping hours = 8.00 hours.
Pdg & Fixing of submersible cable of Finolex/siemens/kalinga make of 6.00 Sq. mm and G.M NRv of 40 mm dia Complete in all respect
Pdg. & Fixing of single Phase pannel board comprising of voltmetre , ampere metre, D.O.L starter including lamp,MCB & Capaitor of suitable capacity with off and on switches complete in all respect.
M/S VIKAS CONSTRUCTION (BID ID -571750)
Divyanshu Pathania (BID ID -572111)
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
Tendernotice_1.pdf
PDF • 0.53 MB
Termsandconditons.pdf
Tender Documents • 0.18 MB
BOQ_171368.xls
BOQ • 0.28 MB
Form6.pdf
Tender Documents • 0.43 MB
Form8.pdf
Tender Documents • 0.82 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 .