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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.6 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹2.2 L+₹10,403.40 (4.93%)Rejected-Finance 00 AGRA AGRA UTTAR PRADESH 282001 | AGRA | UTTAR PRADESH | 282001 | 2 | Rejected-Finance L2 | |
| 3 | 3₹2.2 L+₹12,785.70 (6.06%)Rejected-Finance | 3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | Sh. Ashok Kumar Prop. M/S A.K. Guleria Construction L1 | Pawan Kumar L2 | vishal thakur govt contractor L3 |
|---|---|---|---|---|---|---|
| 1.00Excavation 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 | ||||||
| 1.01 | Pick work | 102.4 | Cum | 375 ₹38,400 Lowest | 400 ₹40,960 | 390 ₹39,936 |
| 1.02 | Pick jumper work | 173.94 | Cum | 450 ₹78,273 Lowest | 460 ₹80,012.4 | 455 ₹79,142.7 |
| 2.00Dismentalled of GMS pipe from trenches (earth work in trenches to be measured and paid for separately). | ||||||
| 2.01 | GI pipe 32mm dia from Lal Matti tank to Paplehoo, Ropa from Node AtoC,D to F | 95 | Rmt | 45 ₹4,275 | 44 ₹4,180 Lowest | 45 ₹4,275 |
| 2.02 | GI pipe 40mm dia (Lal Matti tank to Jablyana from Node NO. M to O) | 110 | Rmt | 45 ₹4,950 | 44 ₹4,840 Lowest | 45 ₹4,950 |
| 2.03 | GI pipe (Lal Matti tank to Jablyana Tani from Node M to O | 180 | Rmt | 65 ₹11,700 Lowest | 70 ₹12,600 | 75 ₹13,500 |
| 2.04 | R/main 100mmdia (1st phase to MST at Lal Matti from Node Gto I) | 65 | Rmt | 65 ₹4,225 Lowest | 70 ₹4,550 | 75 ₹4,875 |
| 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 | GI pipe 32mm dia from Node A toB and D to E (Lal Matti tank to Peplehoo, Ropa | 90 | Rmt | 40 ₹3,600 Lowest | 50 ₹4,500 | 55 ₹4,950 |
Tender Value
₹1.5 L
EMD Value
₹3,085
Closing Date
16 Sept 2025, 11:00 amClosed
Executive Engineer
Jal Shakti Division Bilaspur
Restoration of rain damages of LWSS Jablyana 1st stage in Tehsil Ghumariwn District Bilaspur (SH Alignment change of rising main 100mm dia and distribution line of various dia at various points due to road winding).
2025_HPIPH_113927_1
BLP-BLP-0736-NIT No. 7130-7229 Dated 03/09/2025
Open Tender
Civil Works
Item Rate
60 days
Sub Division Kandrour Section Harlog
Please refer Tender documents.
4 documents required · 4 mandatory
₹500
₹3,085
8 Dec 2025
6 Sept 2025
16 Sept 2025
6 Sept 2025
16 Sept 2025
6 Sept 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
Pick jumper work
Dismentalled of GMS pipe from trenches (earth work in trenches to be measured and paid for separately).
GI pipe 32mm dia from Lal Matti tank to Paplehoo, Ropa from Node AtoC,D to F
GI pipe 40mm dia (Lal Matti tank to Jablyana from Node NO. M to O)
GI pipe (Lal Matti tank to Jablyana Tani from Node M to O
R/main 100mmdia (1st phase to MST at Lal Matti from Node Gto I)
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).
GI pipe 32mm dia from Node A toB and D to E (Lal Matti tank to Peplehoo, Ropa
GI pipe 40mm dia (Lal Matti tank to Jablyana from Node M to N)
GI pipe 65mm dia (Lal Matti to Jablyana tank from Node J to K
R/main 100mm dia (1st phase to MSTat Lal Matti from Node G to H
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).
GI pipe 32mm dia from Lal Matti tank to Paplehoo, Ropa from Node B to C & E to F
GI pipe 40mm dia (Lal Matti tank to Jablyana from Node NO. N to O)
R/makn 100mmdia 1st phase to MST Lal Matti from Node H to I
Providing circumferential butt welded joints by electrical arc welding to the varIous 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.
65mm dia
Pawan Kumar (BID ID -554709)
vishal thakur govt contractor (BID ID -555355)
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