Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.9 LAccepted-AOC | ₹9.9 L | L1 | Accepted-AOC Accepted as bidder found L1 |
| 2 | L2₹13.3 LRejected-AOC VILL ODDI P O KIAR TEHSIL THEOG DISTT SHIMLA H P | ₹13.3 L | L2 | Rejected-AOC Rejected as bidder found L2 |
| 3 | L3₹14.0 LRejected-AOC 1 PNETH CHOORI CHAMBA CHAMBA HIMACHAL PRADESH 176311 UDYAM HP 02 0007745 | CHAMBA | HIMACHAL PRADESH | 176311 | ₹14.0 L | L3 | Rejected-AOC Rejected as bidder found L3 |
| Sl No | Description | Qty | Unit | Sandeep Verma L2 | SAnjeev Kumar L3 | Chander Kala Mehta L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation, trenches,etc. in earth work in all kinds of soil such as pick work, jumper work,blasting work, hard blasting and chiselling etc. stacking the excavated soil not more than 3 mtrs.clear from the edge of excavation and then returning the stacked soil in 15cm. layers when required into plinths sides of foundations etc.then disposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within all leads and lifts.complete in all respect and to the entire satisfaction of the Engineer-in-charge. | 80.85 | Cum | 450 ₹36,382.50 | 500 ₹40,425 | 220 ₹17,787 |
| 2.00Prov., Laying Jointing Testing API Pipe i.e 5L (Standered) of Graded X-42 in trenches of below mentioned diameter in radam length of 4-7 mtr, including anicorossive treatment, flanged joints at suitable reaches & remaining circumferencial butt welded joints by electrical arc welding to below mentioned dia, API pipe welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld confirming to IS: 816-1969 specifications by using welding electrodes of 2.50 mm to 6.30 mm of Advani orelikon (Adore)- CITOJET/ESAB make, confirming ot IS: 814-1991 at site of work complete in all respect including manual/ machanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge | ||||||
| 2.01 | API Pipe 80 mm dia, wall thickness 4.80 mm. | 600 | Rmt | 1,910 ₹11.5 L | 2,000 ₹12 L | 1,450 ₹8.7 L |
| 3.00Providing and fixing double flanged cast steel non returning valve of Kirloskar/Leader/ KSB/Bir/ pelicon/ Fouress make Automated/ self actuated swing check type reflux valve capable of withstanding nominal seat pressure as per IS-5312-1884 P-1 with up to date amendment s for resing main i/c all leads and lifts as per entire satisfaction of engineer-in-Charge. | ||||||
| 3.01 | Reflux valve 80 mm dia, class ASA-300 | 1 | Each | 65,500 ₹65,500 | 70,000 ₹70,000 | 50,000 ₹50,000 |
| 4.00Providing and fixing double flanged cast steel sluice valve of Kirloskar/Leader/ KSB/Bir/ Fouress/ pellicon/ Gled/ BHEL make adhering to standards like API 600 or BS 1414. Having ASTMA216 Gr. WCB bodies capable of withstanding nominal seat presssure as required & conforming to BIS/ API-standards with up to date amendment s for rising main i/c all leads and lifts as per entire satisfaction of engineer-in-Charge. | ||||||
| 4.01 | Sluice valve 65 mm dia, Class ASA-300 | 1 | Each | 86,500 ₹86,500 | 90,000 ₹90,000 | 52,000 ₹52,000 |
Tender Value
₹13.1 L
EMD Value
₹26,200
Closing Date
1 Apr 2026, 11:00 amClosed
Executive Engineer Jal Shakti Division Matiana
O/O Executive Engineer Jal Shakti Division Matiana
Restoration of rain damages by replacement of existing rusted pipe of rising main at stage 2nd by providing, laying and jointing of API pipe 80 mm diameter having grade L-290, X-42 Rd 1780/0 to 600
2026_HPIPH_132539_1
JSV-Matiana-13352-400 Dated 25.03.2026-1
Open Tender
Pipe Laying Works
180 days
Matiana
Please refer Tender documents.
5 documents required · 5 mandatory
₹500
₹26,200
23 Apr 2026
25 Mar 2026
1 Apr 2026
25 Mar 2026
1 Apr 2026
25 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | Excavation in foundation, trenches,etc. in earth work in all kinds of soil such as pick work, jumper work,blasting work, hard blasting and chiselling etc. stacking the excavated soil not more than 3 mtrs.clear from the edge of excavation and then returning the stacked soil in 15cm. layers when required into plinths sides of foundations etc.then disposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within all leads and lifts.complete in all respect and to the entire satisfaction of the Engineer-in-charge. | 80.85 | Cum | - | - | BI01010001010000000000000515BI0100001113 |
| 2Prov., Laying Jointing Testing API Pipe i.e 5L (Standered) of Graded X-42 in trenches of below mentioned diameter in radam length of 4-7 mtr, including anicorossive treatment, flanged joints at suitable reaches & remaining circumferencial butt welded joints by electrical arc welding to below mentioned dia, API pipe welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld confirming to IS: 816-1969 specifications by using welding electrodes of 2.50 mm to 6.30 mm of Advani orelikon (Adore)- CITOJET/ESAB make, confirming ot IS: 814-1991 at site of work complete in all respect including manual/ machanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge | ||||||
| 2.01 | API Pipe 80 mm dia, wall thickness 4.80 mm. | 600 | Rmt | - | - | BI01010001010000000000000515BI0100001115 |
| 3Providing and fixing double flanged cast steel non returning valve of Kirloskar/Leader/ KSB/Bir/ pelicon/ Fouress make Automated/ self actuated swing check type reflux valve capable of withstanding nominal seat pressure as per IS-5312-1884 P-1 with up to date amendment s for resing main i/c all leads and lifts as per entire satisfaction of engineer-in-Charge. | ||||||
| 3.01 | Reflux valve 80 mm dia, class ASA-300 | 1 | Each | - | - | BI01010001010000000000000515BI0100001117 |
| 4Providing and fixing double flanged cast steel sluice valve of Kirloskar/Leader/ KSB/Bir/ Fouress/ pellicon/ Gled/ BHEL make adhering to standards like API 600 or BS 1414. Having ASTMA216 Gr. WCB bodies capable of withstanding nominal seat presssure as required & conforming to BIS/ API-standards with up to date amendment s for rising main i/c all leads and lifts as per entire satisfaction of engineer-in-Charge. | ||||||
| 4.01 | Sluice valve 65 mm dia, Class ASA-300 | 1 | Each | - | - | BI01010001010000000000000515BI0100001119 |
stage.html
html • 0.04 MB
tech_eval.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 • 0.03 MB
Tendernotice_1.pdf
PDF • 1.75 MB
form8.pdf
Tender Documents • 1.41 MB
Termsandconditions.pdf
Tender Documents • 0.39 MB
BOQ_195982.xls
BOQ • 0.28 MB
Form6.pdf
Tender Documents • 0.29 MB
Download all tender documents and submit your bid