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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.9 LAccepted-AOC NOT AVAILABLE | NEW DELHI | DELHI | 110001 | L1 | Accepted-AOC This tender is accepted |
Tender Value
₹9.5 L
EMD Value
₹19,100
Closing Date
25 Mar 2022, 10:00 amClosed
Commissioner, Karaikal Municipality
Dr Ambedkar Street Karaikal
Rejuvenation of the various Ponds at Dharmapuram and Pudhuthurai Village, Karaikal Municipality in Karaikal
2022_DLA_9783_1
25/KM/e-tenders/2021-22
Open Tender
Civil Works
Item Rate
90 days
Karaikal Municipa limit
Please refer Tender documents.
1 document required · 1 mandatory
₹525
₹19,100
9 Sept 2022
18 Mar 2022
25 Mar 2022
18 Mar 2022
25 Mar 2022
18 Mar 2022
Amount
2.31 Clearing jungle including uprooting of rank vegetation, grass, bush wood, trees and saplings of girth upto 30cm, measured at a height of 1m above ground level and removal of rubbish upto a distance of 50m outside the periphery of the area cleared.
30.5 Earth work in rough excavation and dressing up in embankaement by using machinery for roads , flood banks , marginal banks and guide banks or filling up ground depression within a initial lead of 50m and lift upto 6.0m in all kinds of soil. (Payment shall be made based on levels).
1.1.1 Conveyance of excavated earth with in a lead of 1 km radius beyong the initial leadof 50m and filling in appropriate place in all kind of soils.
30.4 Banking available earth in layers not exceeding 20cm in depth breaking clods, watering, rolling each layers with 1/2 tonne roller or wooden or steel rammers and dressing up in embankements for roads flood banks, marginal banks and guide banks etc and lift upto 1.5m in all kinds of soil. The quantity of the fill shall be calculated based on levels and then reduced by 10% for the purpose of payment.
Enagaging of Pumpset of capacity 4000 lit /hr for bailing out of water with all accessories, fuel, lubrication oil and operator cost etc., complete as directed by the Engineer-in charges.
19.6.5 Providing and laying non pressure NP2 class (light duty) RCC 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- 450mm dia RCC pipe.
8.16 Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting.
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