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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.5 LAccepted-Finance | L1 | Accepted-Finance First lowest bidder | |
| 2 | L2₹6.6 L+₹2.1 L (47.1%)Rejected-Finance | L2 | Rejected-Finance Second lowest bidder | |
| 3 | L3₹6.6 L+₹2.1 L (47.5%)Rejected-Finance VILLAGE SIHAL P O SIDHYANI TEHSIL BALH DISTT MANDI HP | MANDI | HIMACHAL PRADESH | 175001 | L3 | Rejected-Finance Third lowest bidder | |
| 4 | L4₹6.7 L+₹2.2 L (50.2%)Rejected-Finance VILLAGE BALHI DHAVER P O DHANGOTA BARSAR TEHSIL DHATWAL DISTT HAMIRPUR H P 176040 | HAMIRPUR | HAMIRPUR | HIMACHAL PRADESH | 176040 | L4 | Rejected-Finance Fourth lowest bidder | |
| 5 | L5₹6.8 L+₹2.4 L (53.0%)Rejected-Finance | L5 | Rejected-Finance Fifth lowest bidder |
Tender Value
₹7.6 L
EMD Value
₹15,400
Closing Date
10 Jul 2023, 5:00 pmClosed
Executive Engineer
HPSIDC Shimla
SH- Construction of approach road (Un- metaled)
2023_SIDC_75670_1
Job No.1
Open Tender
Civil Works - Roads
Item Rate
60 days
Jahu (Hamirpur)
Please refer Tender documents.
9 documents required · 9 mandatory
₹900
₹15,400
20 Jul 2023
1 Jul 2023
11 Jul 2023
1 Jul 2023
10 Jul 2023
1 Jul 2023
Amount
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as per directed by Engineer-in-charge
Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 mtr.All kinds of soil as per directed by Engineer-in-charge
Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 as per directed by Engineer-in-charge
Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.
Providing and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in:Foundation and plinth including carriage of materials upto all leads and lifts as per directed by Engineer-in-charge.
Providing and fixing 1.80 metre long R.C.C. fencing posts with 6mm bar nibs as per approved design (Earth work to be paid for seperately) as per directed by Engineer-in-charge.
Biri SIngh
CHAMAN LAL SHARMA
Devender Kumar
KHUB RAM
SHANKAR DASS
Vijay Kumar
Sourabh Pathania Govt Contractor
Hakam Chand Pathania
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tech_eval.pdf
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