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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 LAccepted-AOC | L1 | Accepted-AOC Accepted Vide Resolution No.01/2024(1) dated 03-02-2024 of Mattool GP | |
| 2 | L2₹1.3 L+₹9,568.48 (8.00%)Rejected-AOC | L2 | Rejected-AOC Higher rate and hence not admitted |
Tender Value
₹1.2 L
EMD Value
₹2,990
Closing Date
29 Jan 2024, 6:00 pmClosed
PUSHPAJAN C K
Office of the Assistant Engineer, LID-EW Section, Mattool Grama Panchayat
CONSTRUCTION OF CULVERT NEAR NAJATH SCHOOL IN MATTOOL GP
2024_LSGD_645884_8
01/2024/AE/LID-EW/MTL/I PHASE
Open Tender
Civil Works - Bridges
Item Rate
180 days
MATTOOL GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹2,990
Yes
18 Feb 2024
18 Jan 2024
30 Jan 2024
18 Jan 2024
29 Jan 2024
18 Jan 2024
Amount
CONSTRUCTION OF PIPE CULVERT
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)
7.1.1: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) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
13.3.1:20 mm cement plaster of mix:1:4 (1 cement : 4 fine sand)
13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing
19.6.10: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:900 mm dia R.C.C. pipe
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. 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.
EMMANUAL C J
Bidder Name
SADASIVAN
EMMANUAL C J
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_989353.pdf
boq_comp_chart.xlsx
xlsx
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