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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹2.7 L+₹18,498 (7.41%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹2.7 L+₹18,857 (7.55%)Rejected-Finance | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | Karma Lama L2 | ASHOK CONSTRUCTION SHULING L1 | Tenzin Lama L3 |
|---|---|---|---|---|---|---|
| 1.00 | Cutting in earth work in all kind of soil and disposal of excavated earth in all leads and lifts and entire satisfaction of Engineer-In-Charge. (90% pick work & 10% jumper work) | 5.85 | Cum | 500 ₹2,925 | 480 ₹2,808 Lowest | 490 ₹2,866.5 |
| 2.00 | Wire crates made of GI wire filled with boulders with square cut faces against the wire (GI wire to be measured and paid for seperately) in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge. | 23.44 | Cum | 3,150 ₹73,836 | 3,000 ₹70,320 Lowest | 3,050 ₹71,492 |
| 3.00 | Wire crates made of GI wire with hand woven double knot filled with boulders with square cut faces against the wire (Boulder filling to be measured and paid for separately) G.I. wire 4 mm thick corresponding to SWG-8 of 15x15 cm mesh with in all leads and lifts. (Through Rate) | 93.75 | Sqmt. | 560 ₹52,500 | 500 ₹46,875 Lowest | 570 ₹53,437.5 |
| 4.00 | Excavation in foundation and trenches (For pipes and pits) up to all depths and in all classification of each work such as pick work, jumper work, saturated soil including bailing or pumping out of water, blasting soft or hard rock or chiselling or wedging out of soft/ hard rock, where blasting is prohibited, in all lifts including trimming and dressing of sides, levelling of beds to correct grade including shoring, strutting, planking, timbering and dewatering where ever required. Stacking usable and unusable material/ soil separately and after laying, jointing and testing of pipes, returning the usable soil in 15cm layers by ramming and watering and then disposing of all surplus excavated soil/ unusable material as directed within all leads/ lifts including restoration of unmetalled surfaces to its original condition and including cost of diversion for traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respect with in all leads and lifts as per direction of Engineer-in-Charge. (100% pick work) | 100.8 | Cum | 950 ₹95,760 | 900 ₹90,720 Lowest | 980 ₹98,784 |
| 5.00Providing, laying, jointing & testing in trenches following grade and working pressure High Density Polythene pipes conforming to IS:4984-2016 complete with fitting such as tees, elbows, adapters with metal inserts, reducers, services saddles required as per site conditions and jointing of pipe & fitting with the help of electro fusion welding machine complete in all respect in all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge. (Earth work in trenches to be measured and paid for separately) (Through Rate) | ||||||
| 5.01 | HDPE Pipe 40 mm OD PN - 10, PE-80 | 600 | Rmt | 72 ₹43,200 | 65 ₹39,000 Lowest | 70 ₹42,000 |
Tender Value
₹1.9 L
EMD Value
₹3,710
Closing Date
22 Nov 2025, 5:00 pmClosed
Executive Engineer
Executive Engineer Jal Shakti Division Keylong
C/o protection wall at head of the spring source and providing laying jointing testing of HDPE pipe 40mm dia at various RDs SDF/2025/30
2025_HPIPH_120277_1
10729-78 dated 11-11-2025
Open Tender
Civil Works - Water Works
Item Wise
30 days
JSV Sub Division Udaipur
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
EE Keylong
₹3,710
17 Dec 2025
12 Nov 2025
24 Nov 2025
12 Nov 2025
22 Nov 2025
13 Nov 2025
Amount
Cutting in earth work in all kind of soil and disposal of excavated earth in all leads and lifts and entire satisfaction of Engineer-In-Charge. (90% pick work & 10% jumper work)
Wire crates made of GI wire filled with boulders with square cut faces against the wire (GI wire to be measured and paid for seperately) in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge.
Wire crates made of GI wire with hand woven double knot filled with boulders with square cut faces against the wire (Boulder filling to be measured and paid for separately) G.I. wire 4 mm thick corresponding to SWG-8 of 15x15 cm mesh with in all leads and lifts. (Through Rate)
Excavation in foundation and trenches (For pipes and pits) up to all depths and in all classification of each work such as pick work, jumper work, saturated soil including bailing or pumping out of water, blasting soft or hard rock or chiselling or wedging out of soft/ hard rock, where blasting is prohibited, in all lifts including trimming and dressing of sides, levelling of beds to correct grade including shoring, strutting, planking, timbering and dewatering where ever required. Stacking usable and unusable material/ soil separately and after laying, jointing and testing of pipes, returning the usable soil in 15cm layers by ramming and watering and then disposing of all surplus excavated soil/ unusable material as directed within all leads/ lifts including restoration of unmetalled surfaces to its original condition and including cost of diversion for traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respect with in all leads and lifts as per direction of Engineer-in-Charge. (100% pick work)
Providing, laying, jointing & testing in trenches following grade and working pressure High Density Polythene pipes conforming to IS:4984-2016 complete with fitting such as tees, elbows, adapters with metal inserts, reducers, services saddles required as per site conditions and jointing of pipe & fitting with the help of electro fusion welding machine complete in all respect in all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge. (Earth work in trenches to be measured and paid for separately) (Through Rate)
HDPE Pipe 40 mm OD PN - 10, PE-80
Karma Lama (BID ID -584254)
Tenzin Lama (BID ID -584435)
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