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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.2 LAccepted-AOC URANGATHIRI | AURANGABAD | MAHARASHTRA | 423701 | L1 | Accepted-AOC L1 | |
| 2 | L2₹7.5 L+₹23,352.83 (3.22%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹7.5 L+₹26,355.57 (3.64%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹7.7 L+₹44,366.86 (6.12%)Rejected-AOC | L4 | Rejected-AOC L4 |
Tender Value
Refer Docs
EMD Value
₹25,000
Closing Date
29 Jan 2021, 5:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER
OFFICE OF THE EXECUTIVE ENGINEER , LSGD DIVISION, PALAKKAD
Dist.Pt.Pkd.2020-2021 Maruthamkadu colony Pothuvappadam Colony Road nirmanam in Kumaraputhur Grama Panchayath (Proj. 1002/21)
2021_LSGD_405852_1
314/E/20-21
Open Tender
Civil Works - Roads
Item Rate
180 days
LSGD DIVISION
PLEASE REFER TENDER DOCUMENTS
4 documents required · 4 mandatory
₹2,000
Yes
₹25,000
Yes
7 Apr 2021
20 Jan 2021
2 Feb 2021
20 Jan 2021
29 Jan 2021
20 Jan 2021
Amount
Road Formation
2.6.1 : 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
2.8.1 : 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 up to 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
4.1.8 : 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 nominal size)
4.1.6 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
19.6.7 : Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete:600 mm dia R.C.C. pipe
50.2.26.1 : Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.
A HAMZA
KUNHALAVI P
KKH SONS
Bidder Name
KKH SONS
A HAMZA
KUNHALAVI P
NOUSHAD K
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finance_576994.pdf
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