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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹12.8 L+₹37,735.99 (3.03%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹13.4 L+₹94,390.66 (7.59%)Rejected-Finance | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | ABDUL RASHEED A M L2 | SANGEETH L1 | B RAMACHANDRAN L3 |
|---|---|---|---|---|---|---|
| 1.00tarring | ||||||
| 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) | 345 | sqm | 169 ₹58,305.62 | 164 ₹56,580 Lowest | 176.47 ₹60,882.15 |
| 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) | 345 | sqm | 67.8 ₹23,392.29 | 65 ₹22,425 Lowest | 70.8 ₹24,426 |
| 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 | 109.2 | cum | 491.36 ₹53,656.17 | 477 ₹52,088.4 Lowest | 513.07 ₹56,027.24 |
| 1.00 | 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. | 109.2 | cum | 3,872.3 ₹4,22,855.43 | 3,760 ₹4,10,592 Lowest | 4,043.42 ₹4,41,541.46 |
| 1.00 | 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) | 81.75 | cum | 6,028.97 ₹4,92,868.22 | 5,854 ₹4,78,564.5 Lowest | 6,295.39 ₹5,14,648.13 |
| 1.01 | 11.4.4 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203IV.R.C.C grade M 20 | 2.25 | cum | 7,903.89 ₹17,783.74 | 7,675 ₹17,268.75 Lowest | 8,253.16 ₹18,569.61 |
| 1.01 | 11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.18 | tonne | 68,435.7 ₹12,318.43 | 66,457 ₹11,962.26 Lowest | 71,459.88 ₹12,862.78 |
| 1.01 | od1443693/2021_2022 : <br> Construction of granular sub-base by providing Quarry muck, spreading in uniform layers leveling the top at site and consolidation by ramming,etc complete for improving the CBR value of sub grade | 24.9 | cum | 891.49 ₹22,198.22 | 865 ₹21,538.5 Lowest | 930.89 ₹23,179.16 |
| 1.01 | 4.9 : Wet Mix Macadam <br>
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br>
By Mechanical Means with 1 km lead | 51.75 | cum | 2,872.43 ₹1,48,648.1 | 2,789 ₹1,44,330.75 Lowest | 2,999.36 ₹1,55,216.88 |
Tender Value
₹13.4 L
EMD Value
₹20,100
Closing Date
10 Dec 2021, 6:00 pmClosed
Biju D. Assistant executive engineer
Biju D Assistant executive engineer Ulloor zonal office tvpm corp 695001
698/21-22 Vazhavila nettara road narikkal vavarakonam road mettalling tarring retaring concreting in kattaikonam ward
2021_LSGD_457536_6
No.06/AEE-1/TVPM CORP/LSGD/2021-22
Open Tender
Civil Works - Roads
Item Rate
120 days
vavarakonam road
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,500
Yes
₹20,100
Yes
2 Dec 2025
2 Dec 2021
15 Dec 2021
2 Dec 2021
10 Dec 2021
2 Dec 2021
Amount
tarring
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)
11.4.4 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203IV.R.C.C grade M 20
11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
od1443693/2021_2022 : <br> Construction of granular sub-base by providing Quarry muck, spreading in uniform layers leveling the top at site and consolidation by ramming,etc complete for improving the CBR value of sub grade
4.9 : Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead
75.5.1.1pb : Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
75.5.2.2pb : Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
ABDUL RASHEED A M
B RAMACHANDRAN
Bidder Name
ABDUL RASHEED A M
SANGEETH
B RAMACHANDRAN
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