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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.0 LAccepted-Finance | ₹27.0 L | L1 | Accepted-Finance As per BOQ Comparative |
| 2 | L2₹27.3 L+₹32,450.94 (1.20%)Accepted-Finance | ₹27.3 L+₹32,450.94 (1.20%) | L2 | Accepted-Finance As per BOQ Comparative |
| 3 | L3₹33.2 L+₹6.2 L (23.1%)Accepted-Finance | ₹33.2 L+₹6.2 L (23.1%) | L3 | Accepted-Finance As per BOQ Comparative |
| 4 | L4₹33.4 L+₹6.4 L (23.9%)Accepted-Finance | ₹33.4 L+₹6.4 L (23.9%) | L4 | Accepted-Finance As per BOQ Comparative |
| 5 | L5₹33.6 L+₹6.6 L (24.5%)Accepted-Finance | ₹33.6 L+₹6.6 L (24.5%) | L5 | Accepted-Finance As per BOQ Comparative. |
Tender Value
₹36.0 L
EMD Value
₹71,900
Closing Date
30 Dec 2019, 4:00 pmClosed
EXECUTIVE ENGINEER , SPECIAL SUB DI
Office of the Executive Engineer SSD Nobra
Construction of Compound Walling and Ground Leveling of Govt High School Pachathang.
2019_PWDJK_87720_2
SSD/N/22 of 2019-20
Open Tender
Civil Works
Item Rate
90 days
Nobra
Please refer to Tender Document
6 documents required · 6 mandatory
₹1,000
Yes
Office of the Executive Engineer SSD Nobra
₹71,900
Yes
4 Feb 2020
9 Dec 2019
31 Dec 2019
9 Dec 2019
30 Dec 2019
9 Dec 2019
Amount
Earth work in excavation by mechanical means (Hydraulic excavator) over areas (Exceeding 30cm in depth, 1.5mtr in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.50 m, disposed earth to be levelled and neatly dressed: a .All kinds of soil 80%
Earth work in excavation by mechanical means (Hydraulic excavator) over areas (Exceeding 30cm in depth, 1.5mtr in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.50 m, disposed earth to be levelled and neatly dressed: b.Ordinary rock . 20%
Random Rubble masonry with hard stone from nallah in foundation and plinth including levelling up with cement concrete 1 :6:12 ( 1 Cement: 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level withcement mortar 1:6 (1 Cement: 6 coarse sand)
Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand 4 graded stone aggregate 12. 5mm nominal size) Nallah
15mm Cement plaster on the rough side of single or half brick wall of mix:1 : 4 ( 1 cement : 4 fine sand)
Surface dressing of the ground including removing vegetation and in-equalities not exceeding15cm deep and disposal of rubbish, lead upto 50m and lift upto 1.5m in. All kinds of Soil:
Carriage of material by mechanical transport from sourse to site of work including ioading unloading complete job. A.Cement and Steel avg lead of 40.00KM.
B. Sand and stone agg an avg lead of 5.00Km.
C.Stone an avg lead of 3.00Km.
D.Earth an avg lead of 1.00Km.
mohammad mossa
M/S IBRAHIM ALI
M/S MEHDI ALI
ABDULLAH
M/s Ghulam Haider
SHAMSHER ALI SUFI
M/s Ghulam Haider
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