Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.3 LAccepted-Finance | ₹2.3 L | 1 | Accepted-Finance L1 |
| 2 | 2₹2.5 LRejected-Finance 00 AGRA AGRA UTTAR PRADESH 282001 | AGRA | UTTAR PRADESH | 282001 | ₹2.5 L | 2 | Rejected-Finance L2 |
| 3 | 3₹2.4 LRejected-Finance R O BRAGTA BHAWAN CHOTTA SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | ₹2.4 L | 3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | Sh. Ashok Kumar Prop. M/S A.K. Guleria Construction L1 | Deep Ram L2 | Pawan Kumar L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation and trenches etc. ( for pipe and pits) up to all depths and in all kinds of soils such as pick work, pick jumper work, saturated soil including bailing or pumping out of water, blasting in soft/ hard rock, chiseling/wedging out of rock where blasting is prohibited, in all leads and lifts including trimming and dressing of sides, leveling of beds to correct grade including shoring, strutting, planking timbering and dewatering wherever required, stacking usable and unusable materials/ soils separately and after laying, jointing and testing of pipes, returning the usable soils in 15 cm layers by ramming and watering and then disposing of all surplus excavated soil / unusable materials as directed within all leads and lifts including restoration of un-metalled surfaces to its original condition and including cost of diversion of traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects within all leads and lifts as per the direction of the Engineer-in-charge (Pick work) | 253.18 | Cum | 350 ₹88,613 | 380 ₹96,208.40 | 400 ₹1.0 L |
| 2.00Dismentalled of GMS pipe from trenches (earth work in trenches to be measured and paid for separately). | ||||||
| 2.01 | 50 mm dia from Node H-1,J-K & L-M | 390 | Rmt | 35 ₹13,650 | 38 ₹14,820 | 40 ₹15,600 |
| 2.02 | 65mm dia from Node B-c,D-E & F-G | 410 | Rmt | 40 ₹16,400 | 42 ₹17,220 | 45 ₹18,450 |
| 3.00Re-laying, Jointing and testing GMSERW in trenches of following dia. including tube fittings such as bends, tees, reducers etc. complete and to the entire satisfaction of the Engineer-in-charge (earth work in trenches to be measured and paid for separately). | ||||||
| 3.01 | 50 mm dia from Node H-1,J-K & L-M | 385 | Rmt | 34 ₹13,090 | 38 ₹14,630 | 40 ₹15,400 |
| 3.02 | 65mm dia from Node B-c,D-E & F-G | 400 | Rmt | 39 ₹15,600 | 42 ₹16,800 | 45 ₹18,000 |
| 4.00Providing circumferential butt welded joints by electrical arc welding to the varIous dia G.I pipe as per conforming to IS: 3183-2007 (latest upto date amendements of grade and wall thickness as specified below 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 Orelon (Adore)-CITOJET/ESAB make, conforming to IS: 814-1991 at site of work complete in all respect, including manual/ mechanical handling of pipe in all leads and lifts and to the entire satisfaction of the Engineer-in-charge. | ||||||
| 4.01 | 50mm dia from Node H-I,J-K & L-M | 62 | P/Joint | 450 ₹27,900 | 455 ₹28,210 | 460 ₹28,520 |
| 4.02 | 65mm dia from Node B-c,D-E & F-G | 64 | P/Joint | 675 ₹43,200 | 680 ₹43,520 | 680 ₹43,520 |
Tender Value
₹2.0 L
EMD Value
₹3,975
Closing Date
23 Jan 2026, 11:00 amClosed
Executive Engineer
Jal Shakti Division Bilaspur
Restoration of rain damages of LWSS Berri Rajadian in Tehsil Sadar District Bilaspur (SH Repair of gravity main of various dia from main storage tank Jungle Brance to storage tank Samadhar at various RDs at various locations due to heavy land slide)
2026_HPIPH_125645_4
BLP-BLP-0736-NIT No. 11481-11580 Dated 12/01/2026
Open Tender
Civil Works
60 days
Sub Division Bilaspur Section Panjgain
Please refer Tender documents.
4 documents required · 4 mandatory
₹500
₹3,975
5 Feb 2026
14 Jan 2026
23 Jan 2026
14 Jan 2026
23 Jan 2026
14 Jan 2026
Excavation in foundation and trenches etc. ( for pipe and pits) up to all depths and in all kinds of soils such as pick work, pick jumper work, saturated soil including bailing or pumping out of water, blasting in soft/ hard rock, chiseling/wedging out of rock where blasting is prohibited, in all leads and lifts including trimming and dressing of sides, leveling of beds to correct grade including shoring, strutting, planking timbering and dewatering wherever required, stacking usable and unusable materials/ soils separately and after laying, jointing and testing of pipes, returning the usable soils in 15 cm layers by ramming and watering and then disposing of all surplus excavated soil / unusable materials as directed within all leads and lifts including restoration of un-metalled surfaces to its original condition and including cost of diversion of traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects within all leads and lifts as per the direction of the Engineer-in-charge (Pick work)
Dismentalled of GMS pipe from trenches (earth work in trenches to be measured and paid for separately).
50 mm dia from Node H-1,J-K & L-M
65mm dia from Node B-c,D-E & F-G
Re-laying, Jointing and testing GMSERW in trenches of following dia. including tube fittings such as bends, tees, reducers etc. complete and to the entire satisfaction of the Engineer-in-charge (earth work in trenches to be measured and paid for separately).
50 mm dia from Node H-1,J-K & L-M
65mm dia from Node B-c,D-E & F-G
Providing circumferential butt welded joints by electrical arc welding to the varIous dia G.I pipe as per conforming to IS: 3183-2007 (latest upto date amendements of grade and wall thickness as specified below 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 Orelon (Adore)-CITOJET/ESAB make, conforming to IS: 814-1991 at site of work complete in all respect, including manual/ mechanical handling of pipe in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
50mm dia from Node H-I,J-K & L-M
65mm dia from Node B-c,D-E & F-G
80mm dia from MST to sub storage tank village Berri
Please Enable Macros to View BoQ information
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 • 1.28 MB
PWD8.pdf
Tender Documents • 1.32 MB
Termsandconditions.pdf
Tender Documents • 0.17 MB
PWD6.pdf
Tender Documents • 0.40 MB
BOQ_185201.xls
BOQ • 0.22 MB
Download all tender documents and submit your bid