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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹9.1 LAccepted-AOC | l1 | Accepted-AOC l1 | |
| 2 | l2₹9.3 L+₹15,629 (1.72%)Rejected-AOC CHAMANAPASSIL HOUSE CRAV 25 VELLAPPALLY KOCHI 28 | KOCHI | ERNAKULAM | KERALA | l2 | Rejected-AOC l2 |
Tender Value
₹9.4 L
EMD Value
₹23,420
Closing Date
27 Nov 2019, 6:00 pmClosed
Assistant Engineer
O/o of the Assistant Engineer , LSGD Engineering Wing Adoor Municipality.
T B Junction Mankunnathu Padi Road Improvement Ward 17of Adoor Municipality(RE tender) Pro#150(retender)
2019_LSGD_322056_9
P1/4561/19 sec
Open Tender
Civil Works - Roads
Item Rate
120 days
adoor
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,874
Yes
online
₹23,420
Yes
15 Feb 2020
20 Nov 2019
30 Nov 2019
20 Nov 2019
27 Nov 2019
20 Nov 2019
Amount
75.5.5.B.2pb : Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.
75.5.2.1pb : Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
75.5.9.1.2pb : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates<br> Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. <br> Case - I By Manual Means <br> (II) Bitumen (S-65)
75.5.12.A.3.2pb : Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates <br> Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 <br> A. By Manual Means <br> Case III : Type C <br> (II) Bitumen (S-65)
od165461/2019_2020 : Surface dressing of the ground including removing vegetation and in equalities not<br>exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m, All kinds of soil<br>
od165463/2019_2020 : Construction of un-reinforced plain cement concrete pavement ,thickness as per<br>design,over a prepared sub base,with 43 grade cement or any other type as per clause 1501.2.2 M 30<br>(grade),coarse and fine aggregates conforming to IS 383,maximum size of coarse aggregate not exceeding<br>25 mm,mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using<br>approved mix design,laid in approved fixed side formwork,spreading the concrete with<br>showels,rakes,compacted using needle vibrators and finished in continuous operation including provision<br>of contraction and expansion ,construction joints,curing of concrete slabs for 14 days, and water finishing to<br>lines and grade as per drawing and Technical Specifications clause 1501
od165464/2019_2020 : Irish Drain - Construction of plain cement concrete pavement thickness asper design<br>over a prepared sub base with 43 grade cement or any other type asper clause 1501.2.2 M30 ( Grade ) Coarse<br>and fine aggregates confirming to IS 383 maximun size coarse aggregate not exceeding 25 mm mixed in a<br>concrete mixer of not less than 0.2 m3 capacity and appropriate weight batcher using approved mix design<br>laid in approved fixed side form work wedges steel plates including levelling the form work spreding the<br>concrete compacted using needle vibrators and finished in continuous operation including provision of<br>curing of concrete slabs for 14 days and water finishing to lines and grade asper drawing and Technical<br>specification Clause 1501 without form Work.
UNNIKRISHNAN
Bidder Name
UNNIKRISHNAN
K J BIJU
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tech_eval.pdf
fin_eval.pdf
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finance_446341.pdf
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