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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.2 LAccepted-AOC | 1 | Accepted-AOC being L1 | |
| 2 | 2₹1.5 L+₹1,631.50 (1.11%)Rejected-Finance VILLAGE P O MANSIMBLE TEHSIL PALAMPUR DISTRICT KANGRA HP | KANGRA | HIMACHAL PRADESH | 175013 | 2 | Rejected-Finance L2 | |
| 3 | 3₹1.5 L+₹5,228.50 (3.55%)Rejected-Finance | 3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | Jitender Singh L3 | Sh. Ashok Kumar Prop. M/S A.K. Guleria Construction L1 | Sanjay Saini L2 |
|---|---|---|---|---|---|---|
| 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. | 115.5 | Cum | 415 ₹47,932.5 | 400 ₹46,200 Lowest | 405 ₹46,777.5 |
| 2.00Dismentalled of old GMS pipe from trenches (earth work in trenches to be measured and paid for separately). | ||||||
| 2.01 | 50mm dia (RD 440 to 500) | 60 | Rmt | 48 ₹2,880 | 47 ₹2,820 Lowest | 48 ₹2,880 |
| 2.02 | 65mm dia RD 90-200, 490-580,640 to 670) | 230 | Rmt | 66 ₹15,180 | 65 ₹14,950 Lowest | 66 ₹15,180 |
| 2.03 | 125mm dia (RD 1010 to 1070) | 60 | Rmt | 118 ₹7,080 | 110 ₹6,600 | 109 ₹6,540 Lowest |
| 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 | 50mm dia (RD 440 to 498) | 58 | Rmt | 44 ₹2,552 Lowest | 45 ₹2,610 | 48 ₹2,784 |
| 3.02 | 65mm dia RD 90-199, 490-578,640 to 669) | 226 | Rmt | 73 ₹16,498 Lowest | 75 ₹16,950 | 74 ₹16,724 |
| 3.03 | 125mm dia (RD 1010 to 1068) | 58 | Rmt | 120 ₹6,960 | 115 ₹6,670 Lowest | 118 ₹6,844 |
| 4.00Laying, Jointing and testing galvanized mild steel tube screwed and socketed 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). | ||||||
Tender Value
₹1.1 L
EMD Value
₹2,270
Closing Date
7 Jul 2025, 11:00 amClosed
Executive Engineer
Jal Shakti Division Bilaspur
Restoration of rain damages of LWSS Manner Kanjotta in Tehsil Sadar District Bilaspur (SH Repair / replacement of GI pipe of various dia at various locations in GP Deoli).
2025_HPIPH_108557_1
BLP-BLP-0736-NIT No. 3336-3435 Dated 23/06/2025
Open Tender
Civil Works
Item Rate
60 days
Sub Division Bilaspur Section Panjgain
Please refer Tender documents.
4 documents required · 4 mandatory
₹500
EE JSV Division Bilaspur
₹2,270
17 Oct 2025
26 Jun 2025
7 Jul 2025
26 Jun 2025
7 Jul 2025
26 Jun 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.
Dismentalled of old GMS pipe from trenches (earth work in trenches to be measured and paid for separately).
50mm dia (RD 440 to 500)
65mm dia RD 90-200, 490-580,640 to 670)
125mm dia (RD 1010 to 1070)
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).
50mm dia (RD 440 to 498)
65mm dia RD 90-199, 490-578,640 to 669)
125mm dia (RD 1010 to 1068)
Laying, Jointing and testing galvanized mild steel tube screwed and socketed 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).
50mm dia (RD 498 to 510)
65mm dia RD 199-210, 578-591,669-675)
125mm dia (RD 1068 to 1080)
Providing circumferential butt welded joints by electrical arc welding to the varous dia 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.
50mm dia RD 440 to 510
65mm dia RD 90-210,490-591,640 to 675)
125mm dia RD 1010 to 1080
Sanjay Saini (BID ID -530999)
Jitender Singh (BID ID -530998)
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