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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.1 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹1.7 L+₹11,225.20 (7.17%)Rejected-Finance BILASPUR | BILASPUR | CHHATTISGARH | 495001 | 2 | Rejected-Finance L2 | |
| 3 | 3₹1.7 L+₹15,819.80 (10.1%)Rejected-Finance VILLAGE P O MANSIMBLE TEHSIL PALAMPUR DISTRICT KANGRA HP | KANGRA | HIMACHAL PRADESH | 175013 | 3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | Ravinder Singh Patial L2 | Sh. Ashok Kumar Prop. M/S A.K. Guleria Construction L1 | Sanjay Saini 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). | 132.66 | Cum | 400 ₹53,064 | 380 ₹50,410.8 Lowest | 410 ₹54,390.6 |
| 2.00Dismentalling of old GMS Pipes from trenches (Earth work in trenches to be measured & paid for separately) | ||||||
| 2.01 | G.I pipe 50mm dia (RD 210-330) | 120 | Rmt | 50 ₹6,000 | 45 ₹5,400 Lowest | 52 ₹6,240 |
| 2.02 | G.I pipe 65mm dia (RD 810-900) | 90 | Rmt | 70 ₹6,300 | 65 ₹5,850 Lowest | 72 ₹6,480 |
| 2.03 | G.I pipe 80mm dia (RD 90-180) | 90 | Rmt | 70 ₹6,300 | 66 ₹5,940 Lowest | 72 ₹6,480 |
| 2.04 | MSERW pipe 150mm dia (RD 510-570) | 60 | Rmt | 280 ₹16,800 | 260 ₹15,600 Lowest | 282 ₹16,920 |
| 3.00Re-laying, Jointing and testing galvanized mild steel tube in trenches of following dia. including tube fittings such as bends, tees, reducers, unions 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 | G.I pipe 50mm dia (RD 210-328) | 118 | Rmt | 50 ₹5,900 | 45 ₹5,310 Lowest | 52 ₹6,136 |
| 3.02 | G.I pipe 65mm dia (RD 810-898) | 88 | Rmt | 70 ₹6,160 | 65 ₹5,720 Lowest | 72 ₹6,336 |
| 3.03 | G.I pipe 80mm dia (RD 90-178) | 88 | Rmt | 70 ₹6,160 | 66 ₹5,808 Lowest | 72 ₹6,336 |
Tender Value
₹1.3 L
EMD Value
₹2,700
Closing Date
29 Jul 2025, 11:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
Jal Shakti Division Bilaspur
Restoration of rain damages of LWSS NTPC Jamthal Harnoda in Tehsil Sadar District Bilaspur (SH Repair / replacement of G.I pipe of various dia at various location in GP Harnoda)
2025_HPIPH_110398_1
BLP-BLP-0736-NIT No. 4677-4776 Dated 17/07/2025
Open Tender
Civil Works
Item Rate
60 days
Sub Division Bilaspur Section Panjgain
Please refer Tender documents.
4 documents required · 4 mandatory
₹500
₹2,700
27 Sept 2025
19 Jul 2025
29 Jul 2025
19 Jul 2025
29 Jul 2025
19 Jul 2025
Amount
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).
Dismentalling of old GMS Pipes from trenches (Earth work in trenches to be measured & paid for separately)
G.I pipe 50mm dia (RD 210-330)
G.I pipe 65mm dia (RD 810-900)
G.I pipe 80mm dia (RD 90-180)
MSERW pipe 150mm dia (RD 510-570)
Re-laying, Jointing and testing galvanized mild steel tube in trenches of following dia. including tube fittings such as bends, tees, reducers, unions etc. complete and to the entire satisfaction of the Engineer-in-charge (earth work in trenches to be measured and paid for separately).
G.I pipe 50mm dia (RD 210-328)
G.I pipe 65mm dia (RD 810-898)
G.I pipe 80mm dia (RD 90-178)
MSERW pipe 150mm dia (RD 510-568)
Laying, Jointing and testing galvanized mild steel tube in trenches of following dia. including tube fittings such as bends, tees, reducers, unions etc. complete and to the entire satisfaction of the Engineer-in-charge (earth work in trenches to be measured and paid for separately).
G.I pipe 50mm dia (RD 328-348)
G.I pipe 65mm dia (RD 898-910)
G.I pipe 80mm dia (RD 178-190)
Providing circumferential butt welded joints by electrical arc welding to the varous dia MSERW/ GI 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.
G.I pipe 50mm dia (RD 210-346)
G.I pipe 65mm dia (RD 810-910)
G.I pipe 80mm dia (RD 90-190)
MSERW pipe 150mmdia (RD510-58)
Ravinder Singh Patial (BID ID -537390)
Sanjay Saini (BID ID -537420)
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