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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.2 LAccepted-AOC | L1 | Accepted-AOC agmt | |
| 2 | Rejected-Technical | - | Rejected-Technical NL |
| Sl No | Description | Qty | Unit | M RASHEED L2 | K.V.JAYAPRAKASH L1 |
|---|---|---|---|---|---|
| 1.00specification | |||||
| 1.00 | 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. | 87.36 | sqm | 310 ₹27,081.6 | 300.63 ₹26,263.04 Lowest |
| 1.00 | 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. | 548 | sqm | 14.25 ₹7,809 | 14.09 ₹7,721.32 Lowest |
| 1.00 | 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) | 548 | sqm | 194 ₹1,06,312 | 193.23 ₹1,05,890.04 Lowest |
| 1.00 | 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) | 548 | sqm | 78 ₹42,744 | 77.52 ₹42,480.96 Lowest |
| 1.00 | 11.1.1.1 : Excavation for Structures
Earthwork 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 | 7.2 | cum | 562 ₹4,046.4 | 561.81 ₹4,045.03 Lowest |
| 1.01 | 75.7.1 : DRY RUBBLE MASONRY _ Random rubble masonry with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 7.2 | cum | 4,450 ₹32,040 | 4,427.54 ₹31,878.29 Lowest |
| 1.01 | 12.4.3.3 : Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
III. Random rubble masonry (iii)In cement mortar (1:5) | 5 | cum | 6,900 ₹34,500 | 6,893.45 ₹34,467.25 Lowest |
| 1.01 | 75.8.1 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4
course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required
including compaction, finishing and tamping etc .complete. Max. size of course
aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per
specification (i) Nominal mix (1:2:4) | 7.5 | cum | 8,750 ₹65,625 | 8,738.53 ₹65,538.98 Lowest |
| 1.01 | od1356671/2021_2022 : Filling with Quarry Muck<br>Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling<br>the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 10.2 | cum | 1,018 ₹10,383.6 | 1,017.59 ₹10,379.42 Lowest |
Tender Value
₹6.2 L
EMD Value
₹10,000
Closing Date
30 Oct 2021, 6:00 pmClosed
Asst Exe Engineer
NEMOM ZONAL OFFICE THIRUVANANTHAPURAM CORPORATION
INTERLOCKING AND CONCRETING WORKS
2021_LSGD_447105_1
02/AEE/512/NEM/CORP/21-22
Open Tender
Civil Works - Roads
Item Rate
180 days
Nemom
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,300
Yes
₹10,000
Yes
28 Aug 2025
21 Oct 2021
3 Nov 2021
21 Oct 2021
30 Oct 2021
21 Oct 2021
21 Oct 2021 - 30 Oct 2021
Amount
specification
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.
75.5.2.1pb : 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)
11.1.1.1 : Excavation for Structures Earthwork 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
75.7.1 : DRY RUBBLE MASONRY _ Random rubble masonry with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.
12.4.3.3 : Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 III. Random rubble masonry (iii)In cement mortar (1:5)
75.8.1 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
od1356671/2021_2022 : Filling with Quarry Muck<br>Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling<br>the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
od1424979/2021_2022 : Interlocking Concrete Block Pavement <br>Providing and Laying of Interlocking Concrete Blcok Pavements having thickness 60 mm as per drawing and Technical Specification Clause 1504
od1424713/2021_2022 : Chequered precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Ordinary cement without any pigment .<br>
M RASHEED
Bidder Name
K.V.JAYAPRAKASH
M RASHEED
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