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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.5 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹10.2 L+₹42,373.76 (4.34%)Rejected-AOC | L2 | Rejected-AOC L2 |
Tender Value
₹8.9 L
EMD Value
₹22,307
Closing Date
10 Dec 2019, 3:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer,PWD Building Subdivision Pathanamthitta
the sides of the existing road are to be concreted and made level with exisiting road to improve the parking facilities. The estimate includes provisions for construction of compound wall, widening of existing road by side concreting etc
2019_PWD_326690_1
PWD/2019-2020/3339/PTABLSdn
Open Tender
Civil Works - Buildings
Item Rate
90 days
Pathanamthitta
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,970
Yes
online
₹22,307
Yes
18 Oct 2020
3 Dec 2019
13 Dec 2019
3 Dec 2019
10 Dec 2019
3 Dec 2019
Amount
Widening of Road
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
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)
15.2.1 : Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
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
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)
5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
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
50.6.2.2 : Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete
13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.46.1 : Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
od14132/2019_2020 : Engaging coolie for cleaning the area and shifting debris
AKHIL VS
Bidder Name
M RAJASEKHARAN NAIR
AKHIL VS
stage.html
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tech_eval.pdf
fin_eval.pdf
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finance_452944.pdf
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