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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.1 LAccepted-Finance A R AND M O ON VARIOUS ROAD IN SECTION NALAGARH 1 UNDER NALAGARH SUB DIVISION SH HIRING OF JCB | ₹3.1 L | L1 | Accepted-Finance L1 |
| 2 | L2₹3.2 L+₹12,916 (4.22%)Rejected-Finance V P O MILLAH TEHSIL SHILLAI DISTT SIRMOUR 173029 | SIRMAUR | HIMACHAL PRADESH | 173029 | ₹3.2 L+₹12,916 (4.22%) | L2 | Rejected-Finance L2 |
| 3 | L3₹3.4 L+₹36,900.70 (12.1%)Rejected-Finance OPPOSITE WINSON TEXTILE MILL SAI ROAD BADDI DISTRICT SOLAN H P | ₹3.4 L+₹36,900.70 (12.1%) | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | Manoj Kumar L1 | Kuldeep Singh L2 | M/S Bajrang Enterprises L3 |
|---|---|---|---|---|---|---|
| 1.00 | Removal of slips in all kind of soil including saturated soil but excluding boulders and rocky portion required blasting upto a distance of 20 mtr disposing of un-serviceable material stacking serviceable materials completein all respect | 279.75 | Cum | 350 ₹97,912.5 Lowest | 360 ₹1,00,710 | 380 ₹1,06,305 |
| 2.00 | 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 | - | - | - | - | - |
| 2.01 | Pick jumper work | 42.29 | Cum | 450 ₹19,030.5 Lowest | 460 ₹19,453.4 | 490 ₹20,722.1 |
| 2.02 | Pick work | 79.06 | Cum | 400 ₹31,624 Lowest | 410 ₹32,414.6 | 510 ₹40,320.6 |
| 3.00 | 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). | - | - | - | - | - |
| 3.01 | 125mm dia (P/E (M/C). | 15 | Rmt | 120 ₹1,800 Lowest | 130 ₹1,950 | 140 ₹2,100 |
| 3.02 | 80mm dia | 24 | Rmt | 110 ₹2,640 Lowest | 120 ₹2,880 | 135 ₹3,240 |
| 4.00 | Dismentalled of GMS pipe from trenches (earth work in trenches to be measured and paid for separately) and to the enitre satisfaction of the Engineer-in-charge. | - | - | - | - | - |
| 4.01 | GI pipe 100mm dia | 36 | Rmt | 150 ₹5,400 Lowest | 155 ₹5,580 | 160 ₹5,760 |
| 4.02 | Gl pipe 125mm dia | 40 | Rmt | 150 ₹6,000 Lowest | 155 ₹6,200 | 160 ₹6,400 |
Tender Value
₹2.5 L
EMD Value
₹4,920
Closing Date
18 Apr 2026, 3:00 pmClosed
EE JSV Division Jagatkhana
EE JSV Division Jagatkhana
(SH Repair with laying jointing and testing of GMS pipe 80mm, 100 mm and 125 mm dia and dismentalling relaying and jointing of existing damaged DI pipe 200 mm dia and GI pipe 125 mm or 100 mm dia at various location of RDs)
2026_HPIPH_133938_1
NIT1219-1318 dt 09.04.2026
Open Tender
Repair and Maintenance Works
Item Rate
Bassi
Please refer Tender documents.
3 documents required · 3 mandatory
₹350
Yes
₹4,920
Yes
11 Jun 2026
10 Apr 2026
18 Apr 2026
10 Apr 2026
18 Apr 2026
10 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Removal of slips in all kind of soil including saturated soil but excluding boulders and rocky portion required blasting upto a distance of 20 mtr disposing of un-serviceable material stacking serviceable materials completein all respect | |||||
| 2Excavation 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 | |||||
| 2.01 | Pick jumper work | - | Cum | - | - |
| 2.02 | Pick work | - | Cum | - | - |
| 3Laying, 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). | |||||
| 3.01 | 125mm dia (P/E (M/C). | - | Rmt | - | - |
| 3.02 | 80mm dia | - | Rmt | - | - |
| 4Dismentalled of GMS pipe from trenches (earth work in trenches to be measured and paid for separately) and to the enitre satisfaction of the Engineer-in-charge. | |||||
| 4.01 | GI pipe 100mm dia | - | Rmt | - | - |
| 4.02 | Gl pipe 125mm dia | - | Rmt | - | - |
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