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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAdmitted-Finance | ₹1.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.5 Cr+₹43,571.60 (0.29%)Admitted-Finance | ₹1.5 Cr+₹43,571.60 (0.29%) | L2 | Admitted-Finance |
| 3 | L3₹1.5 Cr+₹61,624.45 (0.41%)Admitted-Finance VILL BHOL KHAS PO LARTI TEH JAWALI DISTRICT KANGRA HP | MANDI | HIMACHAL PRADESH | 175013 | ₹1.5 Cr+₹61,624.45 (0.41%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical VILLAGE PO BANIKHET TEHSIL DALHOUSIE DISTT CHAMBA HP | - | - | Rejected-Technical Reject |
| 5 | Rejected-Technical | - | - | Rejected-Technical Reject |
| Sl No | Description | Qty | Unit | VIVEK KUMAR L3 | RAJEEV SINGH GULERIA L1 | shuvandu kumar dhiman L2 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in earth work upto all depths in all classifications of soil such as spade work, jumper work, saturated soil including bailing of pumping out water, blasting, soft/hard rock or chiselling soft/hard rocks where blasting is prohibitted in all lifts i/c triming and dressing of sides, levelling of beds to correct grade i/c shorting,strutting, plankings, timbering and dewatering whereas required, stacking the serviceable/unserviceable material/soil separately and then disposing of all excavated earth upto all leads and lifts, disposed earth to be levelled and neatly dressed as per entire satisfaction of the Engineer-in-charge.( for 250X60 cm Apron) | 1,456 | Cum | 340 ₹4,95,040 | 300 ₹4,36,800 Lowest | 395 ₹5,75,120 |
| 2.00 | Excavation in earth work in all kinds of soil & banking in 20 cm layers i/c breaking clods, ramming and dressing ground for the purpose of making embankments or filling up ground depressions up to all leads lifts for impervious core as per satisfactions of the Engineer-in-charge.(GOOD EARTH) | 3,974.45 | Cum | 499 ₹19,83,250.55 | 480 ₹19,07,736 Lowest | 550 ₹21,85,947.5 |
| 3.00 | Excavation in earth work in all kinds of soil & banking in 20 cm layers i/c breaking clods, ramming and dressing ground for the purpose of making embankments or filling up ground depressions up to all leads lifts for impervious core as per satisfactions breaking clods, ramming and dressing ground for the purpose of making embankments or filling up ground depressions up to all leads lifts for pervious shells as per satisfactions of the Engineer-in-charge. (LOCAL EARTH). | 5,446.12 | Cum | 325 ₹17,69,989 | 270 ₹14,70,452.4 Lowest | 325 ₹17,69,989 |
| 4.00 | Providing and laying geotextile filter behind stone pitching and crated apron having thickness of not less than 2.50mm(two and half)and minimum weight 275 grams/squaremeters(two hundred seventy five) in suitable width including lap folding and jointing etc.complete including carriage of materials within all leads and lifts as per satisfactions of the Engineer-in-Charge. | 4,760 | Sqm | 380 ₹18,08,800 | 350 ₹16,66,000 Lowest | 360 ₹17,13,600 |
| 5.00 | Providing & laying stone filling 0.30 mtr. thick in two layers in apron of guide banks embankment and protection work in wire crates made of G.I wire filled with boulders with square cut faces against the wire(wire crates to be measured and paid for separately) including carriage of materials within all leads & lifts. | 14,155.3 | Sqm | 335 ₹47,42,025.5 | 325 ₹46,00,472.5 Lowest | 340 ₹48,12,802 |
| 6.00 | Providing and laying stone pitching on slopes of guide banks and protection work with boulders with square cut faces against the wire(wire crates to be measured and paid for separately. | 2,747.36 | Cum | 1,280 ₹35,16,620.8 | 1,550 ₹42,58,408 | 1,200 ₹32,96,832 Lowest |
| 7.00 | Providing and laying 900mm dia RCC pipe complete in all respect | 15 | Rmt | 20,000 ₹3,00,000 | 20,000 ₹3,00,000 | 18,000 ₹2,70,000 Lowest |
| 8.00 | Providing and laying 10 cm thick layer of sand on Top & bottom of Geofabric filter to protect it incluidng carriage of material complete in all respect within all leads and lifts as per direction and to the entire satisfaction of the Engineer-in-Charge. | 591.5 | Cum | 695 ₹4,11,092.5 | 550 ₹3,25,325 Lowest | 650 ₹3,84,475 |
Tender Value
₹1.2 Cr
EMD Value
₹1.6 L
Closing Date
20 May 2023, 11:00 amClosed
Executive Engineer
Jal Shakti Division Fatehpur
Sub Head Construction of Embankment with create work pitching of Fatehpur Khad Near Fatehpur from RD 1600 mtr to RD 1950 mtr 350 rmt on both banks of Fatehpur Khad. Job 4
2023_HPIPH_73158_1
EE/JSD/FTR/EA/2023-1371-1421
Open Tender
Civil Works
Item Rate
Patehpur
As Per Notice Inviting Tender
8 documents required · 8 mandatory
₹2,500
Yes
EE Fatehpur
₹1.6 L
Yes
19 Jun 2023
11 May 2023
20 May 2023
11 May 2023
20 May 2023
11 May 2023
Amount
Excavation in earth work upto all depths in all classifications of soil such as spade work, jumper work, saturated soil including bailing of pumping out water, blasting, soft/hard rock or chiselling soft/hard rocks where blasting is prohibitted in all lifts i/c triming and dressing of sides, levelling of beds to correct grade i/c shorting,strutting, plankings, timbering and dewatering whereas required, stacking the serviceable/unserviceable material/soil separately and then disposing of all excavated earth upto all leads and lifts, disposed earth to be levelled and neatly dressed as per entire satisfaction of the Engineer-in-charge.( for 250X60 cm Apron)
Excavation in earth work in all kinds of soil & banking in 20 cm layers i/c breaking clods, ramming and dressing ground for the purpose of making embankments or filling up ground depressions up to all leads lifts for impervious core as per satisfactions of the Engineer-in-charge.(GOOD EARTH)
Excavation in earth work in all kinds of soil & banking in 20 cm layers i/c breaking clods, ramming and dressing ground for the purpose of making embankments or filling up ground depressions up to all leads lifts for impervious core as per satisfactions breaking clods, ramming and dressing ground for the purpose of making embankments or filling up ground depressions up to all leads lifts for pervious shells as per satisfactions of the Engineer-in-charge. (LOCAL EARTH).
Providing and laying geotextile filter behind stone pitching and crated apron having thickness of not less than 2.50mm(two and half)and minimum weight 275 grams/squaremeters(two hundred seventy five) in suitable width including lap folding and jointing etc.complete including carriage of materials within all leads and lifts as per satisfactions of the Engineer-in-Charge.
Providing & laying stone filling 0.30 mtr. thick in two layers in apron of guide banks embankment and protection work in wire crates made of G.I wire filled with boulders with square cut faces against the wire(wire crates to be measured and paid for separately) including carriage of materials within all leads & lifts.
Providing and laying stone pitching on slopes of guide banks and protection work with boulders with square cut faces against the wire(wire crates to be measured and paid for separately.
Providing and laying 900mm dia RCC pipe complete in all respect
Providing and laying 10 cm thick layer of sand on Top & bottom of Geofabric filter to protect it incluidng carriage of material complete in all respect within all leads and lifts as per direction and to the entire satisfaction of the Engineer-in-Charge.
shuvandu kumar dhiman
VIVEK KUMAR
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