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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.2 LAccepted-Finance | L1 | Accepted-Finance Lowest amount quoted |
Tender Value
₹7 L
EMD Value
₹17,500
Closing Date
19 Nov 2019, 5:00 pmClosed
Assistant Engineer
Mullankolly Grama Panchayat
Road Side Protection And Chappath Construction
2019_LSGD_318591_1
AE/RE-ETENDER/02/2019-20/LSGD
Open Tender
Civil Works - Roads
Item Rate
90 days
Perikkalloor
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,568
Yes
online
₹17,500
Yes
27 Jan 2020
8 Nov 2019
21 Nov 2019
8 Nov 2019
19 Nov 2019
8 Nov 2019
Amount
Side protection
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
60.7.1 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
4.1.3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
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.
5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Chappath and road concrete Ch:0/000 to 0/070.5
4.11.1 : Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br> (i) Using naturally occuring gravel
Chappath and road concrete Ch:0/000 to 0/070.5
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)
4.1.3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
Name board
od51185/2019_2020 : S/F Name Board for displaying the details of the Project with a size of board in 1mm thick MS sheet :- 0.45x0.60, with a support of 40mm GI pipe with ISA 2020 frame, including painting lettering and fixing in pit with concrete. ( unit Each)<br>
Bidder Name
kunnath
stage.html
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tech_eval.pdf
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finance_439490.pdf
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