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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC | ₹1.3 Cr | L1 | Accepted-AOC lowest bidder accepted and agreement executed |
| 2 | L2₹1.3 Cr+₹1.6 L (1.22%)Rejected-AOC | ₹1.3 Cr+₹1.6 L (1.22%) | L2 | Rejected-AOC rejected |
| 3 | L3₹1.3 Cr+₹2.1 L (1.63%)Rejected-AOC KOOTTANAD | PALAKKAD | KERALA | 678001 | ₹1.3 Cr+₹2.1 L (1.63%) | L3 | Rejected-AOC rejected |
| 4 | L4₹1.3 Cr+₹3.0 L (2.27%)Rejected-AOC | ₹1.3 Cr+₹3.0 L (2.27%) | L4 | Rejected-AOC rejected |
| 5 | L5₹1.4 Cr+₹5.0 L (3.87%)Rejected-AOC | ₹1.4 Cr+₹5.0 L (3.87%) | L5 | Rejected-AOC rejected |
Tender Value
₹1.7 Cr
EMD Value
₹50,000
Closing Date
6 Aug 2022, 4:00 pmClosed
superintending Engineer
superintending Engineer siruvaniproject circle palakkad
road,drain
2022_Irrig_501437_1
IRR/PI/TR/1597/2022_12_1_1/1
Open Tender
Civil Works - Roads
Item Rate
365 days
singapara
Please refer Tender documents.
6 documents required · 6 mandatory
₹6,144
Yes
₹50,000
Yes
25 Oct 2022
30 Jul 2022
10 Aug 2022
30 Jul 2022
6 Aug 2022
30 Jul 2022
30 Jul 2022 - 2 Aug 2022
Amount
ROAD WORK
55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
55.3:Supplying and stacking 6mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.
55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.
55.9.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 12mm departmental broken stone and compacting with power roller to get a compact surface.
55.5.a:Levelling undulation with precoated chips with 1% of paving bitumen (vg 30) by weight of chips in a suitable mixer duly heated to 160 degree temperature spreading, levelling and rolling to required line and level for thickness up to 20 mm.
55.1.a:Providing, laying and rolling of open graded premix carpet of 20 mm thickness with 0.27 cum of 12 mm departmental aggregates premixed with 12.96 kg of bitumen per 10 sqm using penetration grade bitumen to required line, grade and level on a previously prepared base, after priming the existing surface with 5 kg of bitumen (VG 30) 10 sqm including mixing in a suitable plant, laying and rolling with a three wheel static roller of 80-100 KN capacity, finished to required level and grades,followed by a seal coat of 0.09 cum of 6 mm departmental aggregates premixed with 8.64 kg of bitumen per 10 sqm. <br> By Manual Means.
2.3.2.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness <br> In area of light jungle - By Mechanical Means<br>
OD2066/2022-2023:Engaging man mazdoor- For cleaning culverts, removing fallen trees etc. from road sides, culverts etc
DRAIN
10.11:Removal of earth from the choked hill side drain and disposing it on the valley side manually
10.12:Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side
10.13:Clearing of land slide in hard rock requiring blasting for 50 per cent of the boulders and disposal of the same on the valley side.
3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.<br> Ordinary soil - Mechanical Means - (Depth upto 3 m) <br>
12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
OD2069/2022-2023:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
12.8.A:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications<br> PCC Grade M15 ( Without formwork) <br>
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
P ABDULLA
ABILASH
VISWANATHAN M
V M Asharaf
SASIKUMAR K
K P JACOB
L&A INFRAZ DEVELOPERS LLP
KOMBAN DEVELOPERS PRIVATE LIMITED
M T ABDUL KABEER
Bidder Name
M T ABDUL KABEER
V M Asharaf
A.K.VEERANKUTTY
SASIKUMAR K
K P JACOB
ABILASH
VISWANATHAN M
KOMBAN DEVELOPERS PRIVATE LIMITED
L&A INFRAZ DEVELOPERS LLP
P ABDULLA
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