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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹18.6 CrAccepted-Finance | ₹18.6 Cr | L-1 | Accepted-Finance Due to First Lowest |
| 2 | L-2₹20.6 Cr+₹2.0 Cr (10.6%)Accepted-Finance | ₹20.6 Cr+₹2.0 Cr (10.6%) | L-2 | Accepted-Finance Due to Second lowest |
| 3 | L-3₹21.0 Cr+₹2.3 Cr (12.5%)Rejected-Finance VILLAGE SUKA REUR P O REUR SUB TEHSIL REWALSAR DISTT MANDI H P 175023 | REWALSAR | MANDI | HIMACHAL PRADESH | 175023 | ₹21.0 Cr+₹2.3 Cr (12.5%) | L-3 | Rejected-Finance Due to Lowest third |
| 4 | L-4₹22.0 Cr+₹3.4 Cr (18.0%)Rejected-Finance | ₹22.0 Cr+₹3.4 Cr (18.0%) | L-4 | Rejected-Finance Due to Fourth Lowest |
| 5 | L-5₹22.4 Cr+₹3.8 Cr (20.3%)Rejected-Finance | ₹22.4 Cr+₹3.8 Cr (20.3%) | L-5 | Rejected-Finance Due to Fifth lowest |
Tender Value
₹25.9 Cr
EMD Value
₹35.9 L
Closing Date
4 Mar 2024, 9:00 amClosed
EE Janjehli
Executive Engineer Seraj HPPWD Janjehli
SH- Acadmic Block building water supplu and sanitary installation septic tank rainwater harvesting system site development fire fighting system
2024_PWD_86914_1
PW-SRJ/TA/2021-22-12911-13 dt 11-2-2024
Open Tender
Civil Works
Percentage
730 days
Janjehli
Please refer Tender documents.
11 documents required · 11 mandatory
₹5,000
₹35.9 L
Yes
22 Oct 2024
23 Feb 2024
4 Mar 2024
23 Feb 2024
4 Mar 2024
23 Feb 2024
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in soil in Hilly area by mechanical /Manual means in all heights and depths all kinds of soil such as a pick work , jumper work , blasting work both in soft and hard rock with chiesling / wedging out rock (where blasting is prohibited ) and other intermediate classification of soil including cutting and trimming of side slopes and disposal unserviceable material by mechnical transport to designated dumping site and stacking the serviceable/ useful material on the road berms as per technical specification clause 1603.1, 1603.2 and as directed by the Engineer -in - Charge, muttams shall be left at suitable place as directed by Engineer- in - Charge and shall be removed only after attaining the formation level and after final checking of Engineer-in- Charge. The work shall be executed in workman like manner and avoid any damage to the private / Govt. property in the vicinity of work site , if any damage occurs to any property during the course of execution shall be the absolute responsibility of the contractor , which shall have to be duly compensated by him in all cases. including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge. | 20,811.48 | Per Cubic Meter | 135.75 | ₹28,25,158.41 |
| 2 | Earth work in excavation by mechanical means (hydraulic excavator)/ manual means in foundation, trenches etc. in earth work in all kinds of soil such as pick work, Jumper work, blasting work in soft and hard rock, conglomerated rock or saturated soil and its intermediate classification of soil, chieseling work and wedging out rock (where blasting is prohibited) and pumping or bailing out watering/dewatering upto any lift, stacking the excavated soil upto any lead from the edge of excavation and then returning the stacked soil in layer when required into plinth, sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth including carriage of material in all leads and lifts and other incidentials complete and as per the entire satisfaction and direction of Engineer-in-Charge. | 5,562.07 | Per Cubic Meter | 183.8 | ₹10,22,308.47 |
| 3 | Earth work in excavation all kind of soil by mechanical means (Hydraulic excavator)/ manual means over areas ( depth upto1.5 meter in width as well as 10 sqm on plan) including getting out and disposal of excavated earth any lead including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. | 128.06 | Per Cubic Meter | 220.45 | ₹28,230.83 |
| 3.01 | Extra for every additional lift up to 6.00 m (six meter) depth including carriage of material in all leads and lifts and other incidentials complete and as per the entire satisfaction and direction of Engineer-in-Charge | 192.42 | Per Cubic Meter | 392.76 | ₹75,574.88 |
| 4 | Earth work in excavation by mechanical means (hydraulic excavator)/ manual means in excavating trenches of required width for pipes, cables, etc, including excavation for sockets, up to any depth , including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm (twenty centimeter)in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, any lead including carriage of material in all leads and lifts and other incidentials complete and as per the entire satisfaction and direction of Engineer-in-Charge | 795 | Per Running Meter | 540.9 | ₹4,30,015.5 |
| 5Open timbering in trenches including shuttering and shoring complete. (Measurement to be taken of the face area timbered) including carriage of material in all leads and lifts and other incidentials complete and as per the entire satisfaction and direction of Engineer-in-Charge | |||||
| 5.01 | Depth not exceeding 1.5 meter (one point five metre) | 750 | Per Square Meter | 125.1 | ₹93,825 |
| 5.02 | Depth 1.5 to 3.00 meter (one point five to three metre) | 900 | Per Square Meter | 255 | ₹2,29,500 |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level 1:4:8 (one Cement : four coarse sand) : 8 (eight) graded stone aggregate 40 mm (fourty millimetre) nominal size) including carriage of material in all leads and lifts and other incidentials complete and as per the entire satisfaction and direction of Engineer-in-Charge. | - | Per Cubic Meter | 5,114 | - |
| 7 | Providing and laying cement concrete 1:6:12 (one cement: six sand : 12 (twelve) graded stone aggregate 40 mm (fourty millimetre) nominal size) and curing complete excluding cost of centring and shuttering in foundation and plinth including carriage of material in all leads and lifts and other incidentials complete and as per the entire satisfaction and direction of Engineer-in-Charge. | 66.24 | Per Cubic Meter | 4,763.1 | ₹3,15,507.74 |
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