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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAccepted-AOC HIMACHAL PRADESH | ₹3.5 L Quoted ₹4.1 L | L1 | Accepted-AOC Lowest 1 |
| 2 | L2₹5.1 L+₹96,712 (23.6%)Rejected-AOC | ₹5.1 L+₹96,712 (23.6%) | L2 | Rejected-AOC Not lowest 1 |
| 3 | L3₹5.4 L+₹1.3 L (31.7%)Rejected-AOC R O VILLAGE SAYANH P O LOHARA TEHSIL BATH DISTT MANDI H P | MANDI | HIMACHAL PRADESH | 175001 | ₹5.4 L+₹1.3 L (31.7%) | L3 | Rejected-AOC Not lowest 1 |
| 4 | L4₹5.8 L+₹1.7 L (41.1%)Rejected-AOC VILLAGE VILLAGE TEHSIL BAIJNATH DISTRICT KANGRA | MANDI | HIMACHAL PRADESH | 175013 | ₹5.8 L+₹1.7 L (41.1%) | L4 | Rejected-AOC Not lowest 1 |
| Sl No | Description | Qty | Unit | GALAXY ASSOCIATE L2 | AMIT CHOUDHARY L4 | Ravinder Kumar L1 | MEENA KUMARI L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | escription of items Excavation in foundation trenches (for pipes and pits) upto all depths in all classification of earthwork such as pick work, jumper work, saturated soil including balling or pumping out water, blastingsoft /hard rock or chieselling soft/ hard rock where blasting is prohibited, in all lifts including trimmingand dressing of sides, levelling of beds to correct grade including, shoring, strutting, planking, timbering and dewatering, wherever required, stacking the useable and unuseable material/soil separately and after laying jointing and testing of pipes returing the useable soil in trenches in 15 cm (fiften centimeter )ayers including consolidating of such deposited layer by ramming and watering and then disposing of all surplus excavated soil/un-useable materials as directed within all leads and lifts including restoration of un-metalled surface to its original condition and including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc.complete nail respect within all leads and lifts as per the directions of Engineer-in-Charge. P/work =100% | 365.4 | cum | 400 ₹1,46,160 | 500 ₹1,82,700 | 120 ₹43,848 Lowest | 450 ₹1,64,430 |
| 2.00Providing circumferencial butt welded joints by electrical arc welding to following dia & class pipes, 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 wolding electrodes of 2.5 mm to 6.3 mm of Advani oerlikon (Adore)-CITOJET/ESAB make, conforming to IS 814-1991, at site of work complete in all resp[ects, including manual/mechnical handing of pipes in all leads and lifts to the entire satisfaction of Engineer-in-charge.. (150 mm) | |||||||
| 3.00 | 100 mm dia | 55 | Joints | 750 ₹41,250 Lowest | 850 ₹46,750 | 990 ₹54,450 | 800 ₹44,000 |
| 4.00 | 80 mm dia | 60 | Joints | 600 ₹36,000 Lowest | 700 ₹42,000 | 755 ₹45,300 | 650 ₹39,000 |
| 5.00 | 65 mm dia | 42 | Joints | 550 ₹23,100 Lowest | 650 ₹27,300 | 680 ₹28,560 | 600 ₹25,200 |
| 6.00 | 50 mm dia | 48 | Joints | 400 ₹19,200 Lowest | 500 ₹24,000 | 580 ₹27,840 | 450 ₹21,600 |
| 7.00Replacement of double flanged cast Iron Sluice valve Leader/Kartar/Bir approved Make with handle wheel of leader/Kirloskar Kartar/ Bir make of following dia for delivery line of pump and capable of with standing normal sheet pressure as per IS 14846:2000, PN-1 (Cast Iron) with upto deate ammendemnents for class PN-1 and as per the setisfaction of Engineer-in-charge with all leads and lifts. | |||||||
| 8.00 | 50 mm dia | 7 | No,s | 8,000 ₹56,000 | 9,000 ₹63,000 | 7,000 ₹49,000 Lowest | 8,100 ₹56,700 |
| 9.00 | 65 mm dia | 6 | No,s | 10,000 ₹60,000 | 10,500 ₹63,000 | 8,250 ₹49,500 Lowest | 10,200 ₹61,200 |
| 10.00 | 80 mm dia | 5 | No,s | 12,000 ₹60,000 | 12,500 ₹62,500 | 10,500 ₹52,500 Lowest | 12,200 ₹61,000 |
Tender Value
₹1.7 L
EMD Value
₹11,586
Closing Date
27 Mar 2026, 5:00 pmClosed
EE Jaisinghpur
EE JSD Jaisinghpur
sub head Repair and restoration of damaged GI Pipe
2026_HPIPH_131870_1
17903-960
Open Tender
Civil Works
Item Rate
Jasinghpur
as per NIT
7 documents required · 7 mandatory
₹500
Yes
EE Jaisinghpur
₹11,586
Yes
15 Jun 2026
18 Mar 2026
28 Mar 2026
18 Mar 2026
27 Mar 2026
18 Mar 2026
escription of items Excavation in foundation trenches (for pipes and pits) upto all depths in all classification of earthwork such as pick work, jumper work, saturated soil including balling or pumping out water, blastingsoft /hard rock or chieselling soft/ hard rock where blasting is prohibited, in all lifts including trimmingand dressing of sides, levelling of beds to correct grade including, shoring, strutting, planking, timbering and dewatering, wherever required, stacking the useable and unuseable material/soil separately and after laying jointing and testing of pipes returing the useable soil in trenches in 15 cm (fiften centimeter )ayers including consolidating of such deposited layer by ramming and watering and then disposing of all surplus excavated soil/un-useable materials as directed within all leads and lifts including restoration of un-metalled surface to its original condition and including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc.complete nail respect within all leads and lifts as per the directions of Engineer-in-Charge. P/work =100%
Providing circumferencial butt welded joints by electrical arc welding to following dia & class pipes, 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 wolding electrodes of 2.5 mm to 6.3 mm of Advani oerlikon (Adore)-CITOJET/ESAB make, conforming to IS 814-1991, at site of work complete in all resp[ects, including manual/mechnical handing of pipes in all leads and lifts to the entire satisfaction of Engineer-in-charge.. (150 mm)
100 mm dia
80 mm dia
65 mm dia
50 mm dia
Replacement of double flanged cast Iron Sluice valve Leader/Kartar/Bir approved Make with handle wheel of leader/Kirloskar Kartar/ Bir make of following dia for delivery line of pump and capable of with standing normal sheet pressure as per IS 14846:2000, PN-1 (Cast Iron) with upto deate ammendemnents for class PN-1 and as per the setisfaction of Engineer-in-charge with all leads and lifts.
50 mm dia
65 mm dia
80 mm dia
100 mm dia
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