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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.4 LAccepted-AOC PATHANAPURAM KERALA | IDUKKI | KERALA | 685533 | 1 | Accepted-AOC Agreement executed by the contractor |
Tender Value
₹8.9 L
EMD Value
₹22,310
Closing Date
4 Sept 2020, 5:00 pmClosed
Assistant Engineer
Assistant Engineer Pattazhy Vadakkekaare G.P.
Pattazhy Vadakkekara G.P. Pr.no. 88/20-21, Retarring and aconstruction of irish drain and side protection wall for Govindamadam Chashew Factory road in ward 2
2020_LSGD_365316_2
03/1ET/AE/PV/20-21
Open Tender
Civil Works - Roads
Item Rate
120 days
pattazhy vadakkekara G.P.
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,790
Yes
online
₹22,310
Yes
6 Sept 2021
26 Aug 2020
8 Sept 2020
26 Aug 2020
4 Sept 2020
26 Aug 2020
26 Aug 2020 - 4 Sept 2020
Amount
retarring
75.5.5.A.1pb : Modified Penetration Macadam 50 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.
75.5.5.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.
75.5.9.2.2.Pa : Plastic Roads - Bitumen S-65 <br> 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder <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 (with 7% of bitumen replaced by shredded waste plastic) <br> Case - I By Manual Means <br> (II) Bitumen (S-65) (VG - 30)
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)
IRISH
od670559/2020_2021 : Surface dressing of the ground in All kinds of soil including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
od670560/2020_2021 : MorD:Construction of plain cement concrete pavement,thickness as per design,over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2M20 (grade),coarse and fine aggregates conforming to IS 383,maximum size of coarse aggregate not exceeding 25mm,mixed in a concrete mixer of not less than 0.20cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side form work(steel channel,wedges,steel plates including levelling the formwork as per drawing),spreading the concrete with showels,rakes,compacted using needle vibrator and finished in continuous operation including provision of contraction and expansion ,construction joints curing of concrete slabs for 14days,water finishing to lines and grade as per drawing and technical Specification clause1501(formwork incuded)
road Retaining wall
11.1.1.1 : Excavation for StructuresEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.I.Ordinary soil(i)Upto 3 m depth
od732755/2020_2021 : 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<br>
od732759/2020_2021 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203M10 Nominal mix 1:3:6 (modified 11.4.1.1 ,form work excluded)<br><br>I.P.C.C grade M 10<br><br>(i)Nominal mix 1:3:6
11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
Bidder Name
SASI S
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