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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.0 LAccepted-AOC NO 1 HPPWD DIVISION DHARAMSHALA HIMACHAL PRADESH | L1 | Accepted-AOC lowest bidder to awarded the work. | |
| 2 | L2₹10.9 L+₹19,741 (1.84%)Rejected-Finance | L2 | Rejected-Finance L2 BIDDER | |
| 3 | Rejected-Technical WARD NO 10 DEVINAGAR PAONTA SAHIB DISTRICT SIRMOUR H P | - | Rejected-Technical Not Qualified |
Tender Value
₹10.0 L
EMD Value
₹20,000
Closing Date
12 Mar 2022, 9:00 amClosed
Executive Engineer
Division HPPWD Kotkhai
P/L, Kharanja stone soling at various RDs, C/o, unlined drain and Removal of slips in various RDs
2022_PWD_57535_23
PW-KD-E-Tender/2021-22-5917-19 dt 15-02-2022
Open Tender
Civil Works - Roads
Item Rate
60 days
Kotkhai
Please refer Tender documents.
11 documents required · 11 mandatory
₹350
₹20,000
25 May 2023
7 Mar 2022
14 Mar 2022
7 Mar 2022
12 Mar 2022
7 Mar 2022
Amount
Preparation of sub grade by dressing to camber(earth work for the cutting involved for sub grade to be paid for separately depending upon the classification of soil completed as per HP.PWD. Specifications including hauling of material in all leads and lifts as per the entire satisfaction and direction of Engineer-in-charge.
Consolidation of sub grade with road roller including making good the undulation etc.with earth or quarry soil etc. and rerolling the sub-grade completed as per HP.PWD. Specifications including hauling of material in all leads and lifts as per the entire satisfaction and direction of Engineer-in-charge.
Providing and laying stone soling properly hand packed filling interstics with kharanja stone and consolidating with power road rollar to the required gradient and camber including spreading watering and rolling of binding materials moorum earth etc. complete as per HP.PWD specification. 1990 volume-I and direction of the Engineer-in-Charge including hauling of material in all leads and lifts as per the entire statisfaction and direction of the Engineer-in-Charge.
Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil/ordinary rock to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50m (average lead 25m) as per technical specification Clause 307 with in all leads and lifts and as per direction of Engineer-in-Charge.
Removal of landslides/slip clearance. Removal of land slide in hilly area in ordinary rock not requiring blsting by mechanical means including cutting and trimming of slops and disposal of cut material with in a lift up to 1.5 meter and lead upto 1000 meter as per technical specification 302.3.5 and 1611
VIJAY BRAGTA
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