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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAdmitted-Finance | ₹1.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.8 Cr+₹74,239.30 (0.42%)Admitted-Finance VILL BHOL KHAS PO LARTI TEH JAWALI DISTRICT KANGRA HP | MANDI | HIMACHAL PRADESH | 175013 | ₹1.8 Cr+₹74,239.30 (0.42%) | L2 | Admitted-Finance |
| 3 | L3₹1.9 Cr+₹10.5 L (5.94%)Admitted-Finance GOVT CONTRACTOR VILLAGE PO RAJA KA TALAB TEHSIL FATEHPUR DISTT KANGRA HP | KANGRA | HIMACHAL PRADESH | 176001 | ₹1.9 Cr+₹10.5 L (5.94%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical HIMACHAL PRADESH HP | - | - | Rejected-Technical reject |
| 5 | Rejected-Technical JOGINDER NAGAR HIMACHAL PRADESH HP | MANDI | HIMACHAL PRADESH | 175001 | - | - | Rejected-Technical reject |
| Sl No | Description | Qty | Unit | VIVEK KUMAR L2 | RAJEEV SINGH GULERIA L1 | KULDEEP DOGRA L3 |
|---|---|---|---|---|---|---|
| 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 | P/cum | 250 ₹3,64,000 Lowest | 300 ₹4,36,800 | 389 ₹5,66,384 |
| 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) | 4,023.04 | P/cum | 515 ₹20,71,865.6 | 495 ₹19,91,404.8 | 219 ₹8,81,045.76 Lowest |
| 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). | 5,564.58 | P/cum | 310 ₹17,25,019.8 | 285 ₹15,85,905.3 | 199 ₹11,07,351.42 Lowest |
| 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 | P/sqm | 195 ₹9,28,200 Lowest | 200 ₹9,52,000 | 399 ₹18,99,240 |
| 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(Boulder filling to be measured and paid for separately) with 5.00 mm thick corresponding to (SWG-6) of 15 CMX15Cm mesh including carrage of materials complete in all respect within all leads and lifts as per directions and to the entire satisfaction of the Engineer in Charge. | 14,173.6 | P/sqm | 440 ₹62,36,384 | 425 ₹60,23,780 Lowest | 699 ₹99,07,346.4 |
| 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. Including carrage of materials complete in all respect within all leads and lifts as per direction and to the entire satisfaction of the Engineer in Charge. | 2,751 | P/cum | 2,100 ₹57,77,100 | 2,150 ₹59,14,650 | 1,400 ₹38,51,400 Lowest |
| 7.00 | Providing and laying RCC hume pipe 900mm dia class NP-2 for outlet and drainage system complete in all respect with in all leads and lifts as per direction and to the entire satisfaction of the entire satisfaction of the Engineer in Charge. | 15 | P/Rmt | 6,500 ₹97,500 | 4,500 ₹67,500 | 1,200 ₹18,000 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 | P/cum | 990 ₹5,85,585 | 1,250 ₹7,39,375 | 900 ₹5,32,350 Lowest |
Tender Value
₹1.4 Cr
EMD Value
₹1.7 L
Closing Date
11 Sept 2023, 11:00 amClosed
Executive Engineer
JSV Division, Fatehpur
Sub Head Construction of Embankment with create work pitching near Fatehpur from RD 900 to RD 1250 mtr on both bank of Fatehpur Khad Job-II
2023_HPIPH_78532_1
EE/JSD/FTR/EA/2023-5455-95
Open Tender
Civil Works
Item Rate
Ftehpur
As per Notice Inviting tender
8 documents required · 8 mandatory
₹2,500
Yes
EE Fatehpur
₹1.7 L
Yes
7 Nov 2023
5 Sept 2023
11 Sept 2023
5 Sept 2023
11 Sept 2023
5 Sept 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(Boulder filling to be measured and paid for separately) with 5.00 mm thick corresponding to (SWG-6) of 15 CMX15Cm mesh including carrage of materials complete in all respect within all leads and lifts as per directions and to the entire satisfaction of the Engineer in Charge.
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. Including carrage of materials complete in all respect within all leads and lifts as per direction and to the entire satisfaction of the Engineer in Charge.
Providing and laying RCC hume pipe 900mm dia class NP-2 for outlet and drainage system complete in all respect with in all leads and lifts as per direction and to the entire satisfaction of the entire satisfaction of the Engineer in Charge.
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.
VIVEK KUMAR
KULDEEP DOGRA
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