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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.0 LAccepted-AOC | ₹8.0 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹8.1 LRejected-AOC | ₹8.1 L | L2 | Rejected-AOC Higher rate hence rejected |
| 3 | L3₹8.5 LRejected-AOC | ₹8.5 L | L3 | Rejected-AOC Higher rate hence rejected |
| Sl No | Description | Qty | Unit | BINU ABRAHAM L2 | Vincent Joseph L3 | BENNY JOSEPH L1 |
|---|---|---|---|---|---|---|
| 1.00ROAD | ||||||
| 1.00 | 8.3.2.A:Earthwork in Hill Road<br>(ii) Excavation in Hilly Areas in Soil by mechanical means <br> A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 | 10.28 | cum | 167.4 ₹1,720.04 | 174.38 ₹1,791.75 | 174.38 ₹1,791.75 |
| 1.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 10.28 | cum | 7,808.82 ₹80,235.63 | 8,134.22 ₹83,579.11 | 7,700 ₹79,117.50 |
| 1.00 | 12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical 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) | 46.99 | cum | 8,073.3 ₹3.8 L | 8,409.7 ₹4.0 L | 7,450 ₹3.5 L |
| 1.00 | 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 | 3.38 | cum | 3,320.75 ₹11,207.53 | 3,459.12 ₹11,674.53 | 3,459.12 ₹11,674.53 |
| 1.00 | 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 | 45 | sqm | 88.66 ₹3,989.70 | 92.36 ₹4,156.20 | 92.36 ₹4,156.20 |
| 1.01 | 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. | 132.6 | sqm | 297.4 ₹39,435.24 | 309.8 ₹41,079.48 | 309.8 ₹41,079.48 |
| 1.01 | 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. | 780 | sqm | 15 ₹11,700 | 15.64 ₹12,199.20 | 15.64 ₹12,199.20 |
| 1.01 | 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. | 45 | sqm | 18 ₹810 | 18.75 ₹843.75 | 18.75 ₹843.75 |
| 1.01 | 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) | 825 | sqm | 208.26 ₹1.7 L | 216.94 ₹1.8 L | 216.94 ₹1.8 L |
Tender Value
₹8.5 L
EMD Value
₹21,173
Closing Date
15 Nov 2022, 1:00 pmClosed
ASST ENGINEER
OFFICE OF THE ASST ENGINEER LSGD SECTIONS RAJAKUMARI
RE TARRING
2022_LSGD_521785_1
11/22-23
Open Tender
Civil Works - Roads
180 days
RAJAKUMARI
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,870
Yes
₹21,173
Yes
13 May 2026
5 Nov 2022
18 Nov 2022
5 Nov 2022
15 Nov 2022
5 Nov 2022
5 Nov 2022 - 15 Nov 2022
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