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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.4 LAccepted-AOC AR CONSTRUCTIONS | L1 | Accepted-AOC Agreement executed | |
| 2 | L2₹10.6 L+₹16,586 (1.59%)Rejected-Finance | L2 | Rejected-Finance Second lowest | |
| 3 | Rejected-Technical | - | Rejected-Technical Third lowest | |
| 4 | Rejected-Technical | - | Rejected-Technical Fourth lowest |
Tender Value
₹12.5 L
EMD Value
₹31,250
Closing Date
3 Nov 2020, 5:00 pmClosed
AE Lsgd
Pathanapuram panchayat office
Arabic collage health centre thettikkuzhy kottavila idathara school side wall retarring side widening
2020_LSGD_394669_1
3/AE/ETENDER/PTPM/20-21
Open Tender
Civil Works - Roads
Item Rate
180 days
Pathanapuram
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,500
Yes
online
₹31,250
Yes
3 Feb 2021
27 Oct 2020
6 Nov 2020
27 Oct 2020
3 Nov 2020
27 Oct 2020
Amount
APPENDIX A- RETARRING
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.
75.5.5.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.
75.5.9.1.2pb : 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)
APPENDIX B ROAD CONCRETE
od629012/2020_2021 : surface dressing of the ground in all kinds of soil including removing vegetation and in equalities not exceeding 15cm deep and disposal of rubbish ,lead upto 50m and lift upto 1.5m
od693701/2020_2021 : 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(Modified 11.4.1.1form workexcluded) for pot holes and bed cc
od629037/2020_2021 : Plain cement concrete pavement,thickness as per design,over a prepared subbase,wth 43 grade cement or any other type as per clause 1501.2.2 M20(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 0.2cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (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 14 days,water finishing to lines and grade as per drawing and technical specifications clause1501(form work excluded)
APPENDIX C-SIDE 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
od632590/2020_2021 : DRY RUBBLE MASONRY-Dry rubble without concrete levelling course masonry with good quality blasted rubble including paking to compactness to lines and levels cost and conveyance of all materials labour charges etc.complete as per direction of departmental officers at site
od632781/2020_2021 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and<br>technical specifications Clause 802, 803, 1202 & 1203<br>I. P.C.C grade M 10<br>(i) Nominal mix 1:3:6 (modified 11.4.1.1 form work excluded)
11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
Manilal T
JOSE G DANIEL
ROY.G.GEORGE
Bidder Name
JOSE G DANIEL
ROY.G.GEORGE
Manilal T
AR CONSTRUCTIONS
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