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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.8 LAccepted-AOC | L1 | Accepted-AOC lowest |
Tender Value
₹17.9 L
EMD Value
₹44,650
Closing Date
23 Dec 2019, 6:00 pmClosed
EE LSGD
EE LSGD LSGD DIVISION JILLA PANCHAYAT PATHANAMTHITTA
JP-PTA 1360/19-20 Kisan Mukku - Kappil Thottam Road Maintanance in Enadimangalam G.P (Retender)
2019_LSGD_315170_114
E Tender No 4/19-20/District Panchayth/Pathanamt
Open Tender
Civil Works - Roads
Item Rate
360 days
PATHANAMTHITTA
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,500
Yes
online
₹44,650
Yes
31 Jan 2020
16 Dec 2019
28 Dec 2019
16 Dec 2019
23 Dec 2019
16 Dec 2019
Amount
RE-TARING
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)
CULVERT,SIDEDRAIN
2.7.B : Dismantling Stone Masonry as per Technical Specification Clause 202.Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.(B)Rubble Stone Masonry in Cement Mortar
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
3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
od378766/2019_2020 : :Surface dressing of the ground 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., All kinds of soil<br>
11.1.2 : 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.II.Ordinary rock (not requiring blasting)Upto 3 m depth
od378693/2019_2020 : Providing concrete for plain/reinforced concrete in open foundations complete as per<br>drawings and technical specifications Clause 802, 803, 1202 & 1203<br>I.P.C.C grade M 10<br>(i)Nominal mix 1:3:6
od378695/2019_2020 : Plain/reinforced cement concrete in substructure complete as per drawings and technical<br>specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br>For height upto 5 m<br>I.P.C.C grade M 15<br>(i)Nominal mix (1:2.5:5)
od378702/2019_2020 : Providing concrete for plain/reinforced concrete in open foundations complete as per<br>drawings and technical specifications Clause 802, 803, 1202 & 1203,R.C.C gradeM20
od378703/2019_2020 : Plain/reinforced cement concrete M20 (1:2:4 using 20mm b/s) in substructure complete<br>as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204, with out Form work.
od378704/2019_2020 : Dry rubble without concrete levelling course masonry with<br>good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all<br>materials labour charges etc. complete as per direction of Departmental officers at site
11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
3.3 : Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
SIDE PROTECTION WALL
3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
od378704/2019_2020 : Dry rubble without concrete levelling course masonry with<br>good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all<br>materials labour charges etc. complete as per direction of Departmental officers at site
od378703/2019_2020 : Plain/reinforced cement concrete M20 (1:2:4 using 20mm b/s) in substructure complete<br>as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204, with out Form work.
name board
od378777/2019_2020 : Supplying and fixing name board with an area of 0.50 m2 engraving letters as per direction of Engineer in charge
Bidder Name
JOSE A
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