Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.3 LAccepted-Finance GROUND FLOOR THAKUR COMPLEX BASANTPUR | BASANTPUR | SHIMLA | HIMACHAL PRADESH | 171018 | ₹5.3 L | L1 | Accepted-Finance L1 |
| 2 | L2₹5.5 L+₹22,249 (4.23%)Accepted-Finance | ₹5.5 L+₹22,249 (4.23%) | L2 | Accepted-Finance L2 |
| 3 | L3₹5.8 L+₹54,009 (10.3%)Accepted-Finance R O BRAGTA BHAWAN CHOTTA SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | ₹5.8 L+₹54,009 (10.3%) | L3 | Accepted-Finance L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not eligible as per NIT Conditions |
| Sl No | Description | Qty | Unit | Deep Ram L3 | Habib Khan L2 | RAKESH 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 prohibited) saturated 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 into plinth 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. | - | - | - | - | - |
| 1.01 | Pick jumper work | 219.34 | Cum | 500 ₹1,09,670 | 500 ₹1,09,670 | 400 ₹87,736 Lowest |
| 1.02 | Pick work | 130.2 | Cum | 475 ₹61,845 | 400 ₹52,080 | 375 ₹48,825 Lowest |
| 2.00 | Removal of slip in all kind of soil including saturatged and but excluding boulders and roky portion required blasting upto a distance of 20 mtrs disposing of un-serviceable material stacking serviceable material complete in all respect | 94.5 | Cum | 450 ₹42,525 | 400 ₹37,800 Lowest | 400 ₹37,800 Lowest |
| 3.00 | Laying, jointing and testing in trenches of MSERW bevelled edge flanged/butt welded pipes excluding cost of flanged bends of all degrees conforming to IS/ISO 3183-2007 Grade L-290 or X-42 grade as per dimensions weight and test pressure mentioned there in code (mill tolerances to be restricted within 3%) a random length of 4m-7m. The M.S. flanges are to be provided 1% of total joints as per table below conforming to IS: 6392-1971 (latest upto date ame amendments) and welding of flanges with pipes as per IS. 816-1965 with electrode as per IS: 814-1967 including required Nos, and size of M.S. nut and bolts as per IS: 1369-1967 and compressed asbestos fiber jointing gaskets sheet not less than 3mm thick as per IS: 2712-1965 & remaining 99% butt welded joints by considering minimum three layers. The welding of flanges to be done on both faces in two layers on outer face one layer on inner face to make the joints leak proof and to the entire satisfaction of the Engineer-in-charge. The laying of pipes should be conformed to IS: 5822-1994 (earth work in trenches, MS flanges and butt welded joint to be measured and paid for separately). The pipe shall have zinc coating inside and out side as per IS. 4736 in factory premises latest with upto date amendments. | - | - | - | - | - |
| 3.01 | MSERW pipe 200mm dia in RD 855 to 885 | 54 | Rmt | 200 ₹10,800 | 225 ₹12,150 | 150 ₹8,100 Lowest |
| 4.00 | Re-Laying, jointing and testing in trenches centrifugally cast (Spun) ductile iron pipes conforming to BIS 8329-2000 (Latest with up to date amendments) in a length of 5.50 mtr class K7 with cement mortor lining in side duty ISI marked including cost of Tyton(Push on joints) fitting including testing of joints and rubber gasket(SBR quality) conforming to IS-92820-1989(Earth work in trenches to be measured and paid for separetely) in all leads and lifts | - | - | - | - | - |
| 4.01 | DI pipe 200mm dia in toba line RD 750 to RD 855 | 80 | Rmt | 200 ₹16,000 Lowest | 225 ₹18,000 | 200 ₹16,000 Lowest |
| 4.02 | DI pipe 150mm dia in toba line RD 1105 to 1335 | 230 | Rmt | 200 ₹46,000 Lowest | 225 ₹51,750 | 200 ₹46,000 Lowest |
| 5.00 | Dismentalling in trenches centrifugally cast (Spunj ductile iron pipes conforming to BIS 8329-2000( Latest with up to date amendments) in a length of 5.50 mtr class K7 with cement mortor lining in side duty ISI marked including cost of Tyton(Push on joints) fitting including testing of joints and rubber gasket(SBR Quality) conforming to IS-92820-1989 (Earth work in trenches to be measured and paid for separetely) in all leads and lifts. | - | - | - | - | - |
Tender Value
₹4.9 L
EMD Value
₹9,770
Closing Date
15 Jul 2026, 3:00 pmClosed
EE JSV Division Jagatkhana
EE JSV Division Jagatkhana
(SH. Dismentling/relaying and testing of DI pipe 150 mm dia for shifting existing pipe and P/L jointing and testing of 200 mm dia DI pipe and C/o RCC Pillars for crossing damaged portion at village Nand Behala (Toba) near H/O Sh. Bachnau Ram)
2026_HPIPH_138203_1
NIT 4402-4501 dt 04.07.2026
Open Tender
Repair and Maintenance Works
Item Rate
60 days
Bassi
Please refer Tender documents.
3 documents required · 3 mandatory
₹350
Yes
₹9,770
Yes
3 Aug 2026
6 Jul 2026
15 Jul 2026
6 Jul 2026
15 Jul 2026
6 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 prohibited) saturated 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 into plinth 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. | - | - | 100 | - |
| 1.01 | Pick jumper work | 219.34 | Cum | 100 | ₹21,934 |
| 1.02 | Pick work | 130.2 | Cum | 100 | ₹13,020 |
| 2 | Removal of slip in all kind of soil including saturatged and but excluding boulders and roky portion required blasting upto a distance of 20 mtrs disposing of un-serviceable material stacking serviceable material complete in all respect | 94.5 | Cum | 100 | ₹9,450 |
| 3 | Laying, jointing and testing in trenches of MSERW bevelled edge flanged/butt welded pipes excluding cost of flanged bends of all degrees conforming to IS/ISO 3183-2007 Grade L-290 or X-42 grade as per dimensions weight and test pressure mentioned there in code (mill tolerances to be restricted within 3%) a random length of 4m-7m. The M.S. flanges are to be provided 1% of total joints as per table below conforming to IS: 6392-1971 (latest upto date ame amendments) and welding of flanges with pipes as per IS. 816-1965 with electrode as per IS: 814-1967 including required Nos, and size of M.S. nut and bolts as per IS: 1369-1967 and compressed asbestos fiber jointing gaskets sheet not less than 3mm thick as per IS: 2712-1965 & remaining 99% butt welded joints by considering minimum three layers. The welding of flanges to be done on both faces in two layers on outer face one layer on inner face to make the joints leak proof and to the entire satisfaction of the Engineer-in-charge. The laying of pipes should be conformed to IS: 5822-1994 (earth work in trenches, MS flanges and butt welded joint to be measured and paid for separately). The pipe shall have zinc coating inside and out side as per IS. 4736 in factory premises latest with upto date amendments. | - | - | 100 | - |
| 3.01 | MSERW pipe 200mm dia in RD 855 to 885 | 54 | Rmt | 100 | ₹5,400 |
| 4 | Re-Laying, jointing and testing in trenches centrifugally cast (Spun) ductile iron pipes conforming to BIS 8329-2000 (Latest with up to date amendments) in a length of 5.50 mtr class K7 with cement mortor lining in side duty ISI marked including cost of Tyton(Push on joints) fitting including testing of joints and rubber gasket(SBR quality) conforming to IS-92820-1989(Earth work in trenches to be measured and paid for separetely) in all leads and lifts | - | - | 100 | - |
| 4.01 | DI pipe 200mm dia in toba line RD 750 to RD 855 | 80 | Rmt | 100 | ₹8,000 |
| 4.02 | DI pipe 150mm dia in toba line RD 1105 to 1335 | 230 | Rmt | 100 | ₹23,000 |
| 5 | Dismentalling in trenches centrifugally cast (Spunj ductile iron pipes conforming to BIS 8329-2000( Latest with up to date amendments) in a length of 5.50 mtr class K7 with cement mortor lining in side duty ISI marked including cost of Tyton(Push on joints) fitting including testing of joints and rubber gasket(SBR Quality) conforming to IS-92820-1989 (Earth work in trenches to be measured and paid for separetely) in all leads and lifts. | - | - | 100 | - |
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.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 • 2.52 MB
PWD6.pdf
Tender Documents • 0.68 MB
PWD8.pdf
Tender Documents • 1.42 MB
TC.pdf
Additional Documents • 0.46 MB
BOQ_204694.xls
BOQ • 0.26 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 .