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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.1 LAccepted-AOC | ₹9.1 L | L1 | Accepted-AOC Quoted rate is 17.81 percent below |
| 2 | Rejected-Technical | - | - | Rejected-Technical unsuccessful not being lowest bidder |
| 3 | Rejected-Technical | - | - | Rejected-Technical unsuccessful not being lowest bidder |
| 4 | Rejected-Technical | - | - | Rejected-Technical unsuccessful not being lowest bidder |
Tender Value
₹12.7 L
EMD Value
₹15,900
Closing Date
10 Jun 2024, 11:00 amClosed
P.E. CIVIL Ashok
OFFICE OF THE PO OFFICE ASHOK
Providing hume pipe culvert and WBM road from Devi Mandap leading to Ramtola shamsanghat in the bulb area under Ashok OCp, Piparwar Area.
2024_CCL_309207_1
PO(ASK)/PE(C)/PPR/24-25 /09
Open Tender
Civil Works - Others
Item Rate
90 days
Devi Mandap leading to Ramtola shamsanghat
AS PER NIT
3 documents required · 3 mandatory
₹15,900
22 Aug 2024
29 May 2024
11 Jun 2024
30 May 2024
10 Jun 2024
30 May 2024
30 May 2024 - 6 Jun 2024
Amount
Providing laying spreading and compacting stone aggregates of specific sizes to water bound macdam spefication including spreading in uniform thickness hand packing, rolling with 3 wheeled steel roller / vibratory roller 8 -10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the intersices of coarse aggregate, watering and compacting to the required density. By manual means : Grading - I using scrining crushbale type such as Morrum or Gravel.
Providing laying spreading and compacting stone aggregates of specific sizes to water bound macdam spefication including spreading in uniform thickness hand packing, rolling with 3 wheeled steel roller / vibratory roller 8 -10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the intersices of coarse aggregate, watering and compacting to the required density. By manual means : Grading - II using scrining crushbale type such as Morrum or Gravel.
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete.
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 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
19.35 Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 1200 mm dia RCC pipes. (Laying by mannual/ machenical means)
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
12 mm cement plaster finished with a floating coat of neat cement : 1: 4 ( 1cement : 4 fine sand).
Total impact of GST for the purpose of CTC
M/S PRAKASH RAVI
M/S VIKASH KUMAR
M/S SWETA KUMARI
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_320402.pdf
boq_comp_chart.xlsx
xlsx
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