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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.7 LAccepted-Finance | ₹26.7 L | L1 | Accepted-Finance As per BOq Comparative. |
| 2 | L2₹27.1 L+₹39,348 (1.47%)Accepted-Finance | ₹27.1 L+₹39,348 (1.47%) | L2 | Accepted-Finance As per BOq Comparative. |
| 3 | L4₹32.3 L+₹5.5 L (20.7%)Accepted-Finance | ₹32.3 L+₹5.5 L (20.7%) | L4 | Accepted-Finance As per BOq Comparative. |
| 4 | L5₹33.5 L+₹6.8 L (25.3%)Accepted-Finance | ₹33.5 L+₹6.8 L (25.3%) | L5 | Accepted-Finance As per BOq Comparative. |
| 5 | L6₹36.4 L+₹9.7 L (36.1%)Accepted-Finance | ₹36.4 L+₹9.7 L (36.1%) | L6 | Accepted-Finance As per BOq Comparative. |
Tender Value
₹29.8 L
EMD Value
₹59,600
Closing Date
30 Dec 2019, 4:00 pmClosed
EXECUTIVE ENGINEER , SPECIAL SUB DI
Office of the Executive Engineer SSD Nobra
Construction of Link Road from Takkhuk to Lato at Panamik Gongma KM 1st RD 0-255 Under Distt plan.
2019_PWDJK_87720_1
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
Convener, purchase committee, Directorate of ISM
₹59,600
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 40%
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. Oriinary Rock. 20%
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: c.Hard Rock Blasting Required. 40%
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-All work upto plinth level. 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) Nallah incl cost of cement Carriage.
Centering and shuttering including strutting, propping etc and removal of form for. a. Foundations, footing bases of columns etc. for mass concrete.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. Layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m.
Dumping stone excluding cost of stones in Horizontal on level.
Random Rubble masonry with hard stone from qyarry 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) upto plinth level with 7.1.1 cement mortar 1:6 (1 Cement: 6 coarse sand)incl cost of cement Carriage.
Dry random rubble masonry with hard stone in foundation and plinth Using nallah stone without bond stone .
Providing and laying DPC 40mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 12.5mm nominal size)Nallah including cost of cement carriage.
Carriage of material by mechanical transport from source to site of work including loading unloading complete job. A.Sand and Stone agg avg lead of 5Km
Carriage of material by mechanical transport from source to site of work including loading unloading complete job. B. Stone an avg lead of 1.00Kkm
M/S IBRAHIM ALI
M/S MEHDI ALI
ABDULLAH
M/s Ghulam Haider
SHAMSHER ALI SUFI
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