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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.3 LAccepted-Finance VILLAGE P O AMARPUR TEHSIL GHUMARWIN DISTT BILASPUR H P | BILASPUR | HIMACHAL PRADESH | 174001 | ₹4.3 L | L1 | Accepted-Finance L1 |
| 2 | L2₹4.5 L+₹23,671.80 (5.50%)Rejected-Finance | ₹4.5 L+₹23,671.80 (5.50%) | L2 | Rejected-Finance L2 |
| 3 | L3₹4.6 L+₹31,349.50 (7.28%)Rejected-Finance A R AND M O ON VARIOUS ROAD IN SECTION NALAGARH 1 UNDER NALAGARH SUB DIVISION SH HIRING OF JCB | ₹4.6 L+₹31,349.50 (7.28%) | L3 | Rejected-Finance L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not eligible as per NIT Conditions |
| Sl No | Description | Qty | Unit | Manjit Contractor L2 | Manoj Kumar L3 | Manohar Lal L1 |
|---|---|---|---|---|---|---|
| 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, retuming 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 | Manual 40% | 133.77 | Cum | 420 ₹56,183.4 | 450 ₹60,196.5 | 410 ₹54,845.7 Lowest |
| 1.02 | D-Watering 10% | 33.44 | Cum | 1,200 ₹40,128 | 1,200 ₹40,128 | 1,180 ₹39,459.2 Lowest |
| 1.03 | Mechanical 50% | 8.36 | Cum | 1,620 ₹13,543.2 | 1,600 ₹13,376 | 1,570 ₹13,125.2 Lowest |
| 2.00 | Pick jumper work | - | - | - | - | - |
| 2.01 | Manual 40% | 101.27 | Cum | 580 ₹58,736.6 | 600 ₹60,762 | 560 ₹56,711.2 Lowest |
| 2.02 | D-Watering 10% | 25.32 | Cum | 1,100 ₹27,852 | 1,100 ₹27,852 | 1,000 ₹25,320 Lowest |
| 2.03 | Mechanical 50% | 6.33 | Cum | 1,720 ₹10,887.6 | 1,800 ₹11,394 | 1,690 ₹10,697.7 Lowest |
| 3.00 | 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 trenches to be measured and paid for separately). | - | - | - | - | - |
| 3.01 | 400mm dia with wall thickness 10.30mm | 130 | Rmt | 510 ₹66,300 | 500 ₹65,000 | 450 ₹58,500 Lowest |
Tender Value
₹3.2 L
EMD Value
₹6,350
Closing Date
25 Jun 2026, 3:00 pmClosed
EE JSV Division Jagatkhana
EE JSV Division Jagatkhana
(SH Dismentalling of rising main of Zone2A of Rour Jaman 400 mm dia with wall thickness 10.30 mm and relaying jointing and testing along the bank of the khad from pump house of MLIP to RD 280/0 to 410)
2026_HPIPH_136735_1
NIT 3602-3701 Dated 15.06.2026
Open Tender
Repair and Maintenance Works
Item Rate
90 days
Bassi
Please refer Tender documents.
3 documents required · 3 mandatory
₹350
Yes
₹6,350
Yes
3 Aug 2026
16 Jun 2026
25 Jun 2026
16 Jun 2026
25 Jun 2026
16 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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, retuming 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. | - | - | 100 | - |
| 1.01 | Manual 40% | 133.77 | Cum | 100 | ₹13,377 |
| 1.02 | D-Watering 10% | 33.44 | Cum | 100 | ₹3,344 |
| 1.03 | Mechanical 50% | 8.36 | Cum | 100 | ₹836 |
| 2 | Pick jumper work | - | - | 100 | - |
| 2.01 | Manual 40% | 101.27 | Cum | 100 | ₹10,127 |
| 2.02 | D-Watering 10% | 25.32 | Cum | 100 | ₹2,532 |
| 2.03 | Mechanical 50% | 6.33 | Cum | 100 | ₹633 |
| 3 | 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 trenches to be measured and paid for separately). | - | - | 100 | - |
| 3.01 | 400mm dia with wall thickness 10.30mm | 130 | Rmt | 100 | ₹13,000 |
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