Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.1 LAdmitted-Finance | ₹8.1 L | L1 | Admitted-Finance |
| 2 | L2₹8.5 L+₹39,316 (4.85%)Admitted-Finance | ₹8.5 L+₹39,316 (4.85%) | L2 | Admitted-Finance |
| 3 | L3₹8.7 L+₹62,969 (7.77%)Admitted-Finance 0 MATADIN KAKRAHI KAKRAHI BHARTHANA ETAWA ETAWAH UTTAR PRADESH 206242 | ETAWAH | UTTAR PRADESH | 206242 | ₹8.7 L+₹62,969 (7.77%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | sanjeev kumar L3 | manglesh thakur L2 | Raksha Devi L1 |
|---|---|---|---|---|---|---|
| 1.00Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited and stacking the excavated earth up to all lifts, stacking the excavated soil up to all lead clear from the edge of excavation and then returniing the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and waterng and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts. | ||||||
| 1.01 | With dewatering | 183.6 | Cum | 1,290 ₹2,36,844 | 1,285 ₹2,35,926 | 1,250 ₹2,29,500 Lowest |
| 1.02 | Without dewatering | 108 | Cum | 400 ₹43,200 | 375 ₹40,500 | 350 ₹37,800 Lowest |
| 2.00Dismentalling of GMSERW pipes from trenches of various dia as per the direction and to the entire satisfaction of Engineer-in-Charge. | ||||||
| 2.01 | 250 mm dia wall thikness 8.20 mm L-290 (X-42) near stone crusher Sachuhi | 145 | Rmt | 685 ₹99,325 | 650 ₹94,250 | 600 ₹87,000 Lowest |
| 2.02 | 250 mm dia wall thikness 4.20 mm L-290 (X-42) near Govt. School Kujjabalh | 70 | Rmt | 685 ₹47,950 | 650 ₹45,500 | 600 ₹42,000 Lowest |
| 3.00Re-laying, jointing & testing in trenches of Galvanized MSERW pipe including cost of flanged bends of all degree confirming to IS/ IS03183-2007 Grade 1290 or X-42 as per dimensions, weight and test pressure mentioned lenght of 4-6 mtrs (earth work in trenches M.S Flanges and Butt welded joints to be measured and pair for separately) The pipe shall have zinc coating as per IS 4736 in factory tested up to date amendment in all leads and lifts to the entire satisfaction of Engineer-in-Charge. | ||||||
| 3.01 | 250 mm dia wall thikness 8.20 mm L-290 (X-42) near stone crusher Sachuhi | 145 | Rmt | 685 ₹99,325 | 650 ₹94,250 | 600 ₹87,000 Lowest |
| 3.02 | 250 mm dia wall thikness 4.20 mm L-290 (X-42) near Govt. School Kujjabalh | 70 | Rmt | 685 ₹47,950 | 650 ₹45,500 | 600 ₹42,000 Lowest |
| 4.00Laying, jointing & testing in trenches of Galvanized MSERW pipe including cost of flanged bends of all degree confirming to IS/ IS03183-2007 Grade 1290 or X-42 as per dimensions, weight and test pressure mentioned lenght of 4-6 mtrs (earth work in trenches M.S Flanges and Butt welded joints to be measured and pair for separately) The pipe shall have zinc coating as per IS 4736 in factory tested up to date amendment in all leads and lifts to the entire satisfaction of Engineer-in-Charge. | ||||||
Tender Value
₹5.0 L
EMD Value
₹9,996
Closing Date
26 Dec 2025, 5:00 pmClosed
Executive Engineer Jal Shakti Division Bhoranj
Executive Engineer Jal Shakti Division Bhoranj
Restoration of rain damages to LWSS Lagwalti Bamson in Tehsil Bhoranj, Distt. Hamirpur HP. Laying, Jointing of damaged pipes through butt welding Under PDNA
2025_HPIPH_123899_1
14129-14188 dt 19-12-2025
Open Tender
Civil Works
Item Rate
120 days
Executive Engineer Jal Shakti Division Bhoranj
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
EE Bhoranj
₹9,996
15 Jan 2026
19 Dec 2025
27 Dec 2025
19 Dec 2025
26 Dec 2025
19 Dec 2025
Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited and stacking the excavated earth up to all lifts, stacking the excavated soil up to all lead clear from the edge of excavation and then returniing the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and waterng and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts.
With dewatering
Without dewatering
Dismentalling of GMSERW pipes from trenches of various dia as per the direction and to the entire satisfaction of Engineer-in-Charge.
250 mm dia wall thikness 8.20 mm L-290 (X-42) near stone crusher Sachuhi
250 mm dia wall thikness 4.20 mm L-290 (X-42) near Govt. School Kujjabalh
Re-laying, jointing & testing in trenches of Galvanized MSERW pipe including cost of flanged bends of all degree confirming to IS/ IS03183-2007 Grade 1290 or X-42 as per dimensions, weight and test pressure mentioned lenght of 4-6 mtrs (earth work in trenches M.S Flanges and Butt welded joints to be measured and pair for separately) The pipe shall have zinc coating as per IS 4736 in factory tested up to date amendment in all leads and lifts to the entire satisfaction of Engineer-in-Charge.
250 mm dia wall thikness 8.20 mm L-290 (X-42) near stone crusher Sachuhi
250 mm dia wall thikness 4.20 mm L-290 (X-42) near Govt. School Kujjabalh
Laying, jointing & testing in trenches of Galvanized MSERW pipe including cost of flanged bends of all degree confirming to IS/ IS03183-2007 Grade 1290 or X-42 as per dimensions, weight and test pressure mentioned lenght of 4-6 mtrs (earth work in trenches M.S Flanges and Butt welded joints to be measured and pair for separately) The pipe shall have zinc coating as per IS 4736 in factory tested up to date amendment in all leads and lifts to the entire satisfaction of Engineer-in-Charge.
250 mm dia wall thikness 4.20 mm L-290 (X-42) near Govt. School Kujjabalh
Providing circumferencial Butt welded joints by electrical arc welding to MSERW pipe Heavy class, 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 of 2.5mm to 6.3mm of Advani Oerlikon (Adore)- CITOJET/ESAB make, conforming to IS 814-1967 including Die pentration test 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.
250 mm dia wall thikness 8.20 mm L-290 (X-42) near stone crusher Sachuhi
250 mm dia wall thikness 4.20 mm L-290 (X-42) near Govt. School Kujjabalh
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.42 MB
BOQ_182067.xls
BOQ • 0.23 MB
Termsandconditions.pdf
Tender Documents • 0.13 MB
Form6.pdf
Tender Documents • 0.36 MB
PWD8.pdf
Tender Documents • 5.31 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 .