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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAccepted-AOC | ₹3.5 L Quoted ₹17.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹17.2 L+₹24,816.50 (1.46%)Rejected-AOC | ₹17.2 L+₹24,816.50 (1.46%) | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L5 |
| 5 | Rejected-Technical 7513 SL NO 0881 AMB 23 250 | WARDHA | MAHARASHTRA | 442001 | - | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | L.SELVAN L4 | R SURESHKUMAR L1 | afzel L3 | L MURALI L5 | shynimol L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00TARRING | ||||||||
| 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. | 214.88 | sqm | 250.59 ₹53,846.6 | 238.32 ₹51,210.87 Lowest | 249.59 ₹53,631 | 250.84 ₹53,900.5 | 241.81 ₹51,960.08 |
| 1.00 | 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. | 247.32 | sqm | 328.83 ₹81,326.44 | 312.73 ₹77,345.6 Lowest | 327.51 ₹81,000.81 | 329.16 ₹81,407.85 | 317.31 ₹78,477.17 |
| 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. | 3,385 | sqm | 10.14 ₹34,323.39 | 9.64 ₹32,643.25 Lowest | 10.1 ₹34,185.96 | 10.15 ₹34,357.75 | 9.78 ₹33,120.87 |
| 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) | 3,385 | sqm | 156.5 ₹5,29,763.81 | 148.84 ₹5,03,832.54 Lowest | 155.88 ₹5,27,642.63 | 156.66 ₹5,30,294.1 | 151.02 ₹5,11,203.51 |
| 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) | 3,385 | sqm | 61.91 ₹2,09,558.68 | 58.88 ₹1,99,301.01 Lowest | 61.66 ₹2,08,719.61 | 61.97 ₹2,09,768.45 | 59.74 ₹2,02,216.79 |
| 2.00CONCRETING | ||||||||
| 2.00 | 2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 127.5 | cum | 229.29 ₹29,234.54 | 218.07 ₹27,803.54 Lowest | 228.37 ₹29,117.48 | 229.52 ₹29,263.8 | 221.26 ₹28,210.3 |
| 2.00 | 4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) | 85 | cum | 6,170.53 ₹5,24,495.33 | 5,868.49 ₹4,98,821.82 Lowest | 6,145.83 ₹5,22,395.25 | 6,176.71 ₹5,25,020.35 | 5,954.35 ₹5,06,119.62 |
| 2.00 | 4.1.3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 42.5 | cum | 7,553.69 ₹3,21,031.77 | 7,183.94 ₹3,05,317.62 Lowest | 7,523.44 ₹3,19,746.36 | 7,561.25 ₹3,21,353.12 | 7,289.05 ₹3,09,784.41 |
Tender Value
₹17.9 L
EMD Value
₹44,700
Closing Date
6 Nov 2020, 5:00 pmClosed
Superintending Engineer
Thiruvananthapuram Corporation 695033
TARRING AND CONCRETING OF PAPPANCHANI KUZHIVILA VISWANADHAPURAM ROAD POONKULAM WARD
2020_LSGD_395718_4
DB/62983/2020-21 (78)
Open Tender
Civil Works - Roads
Item Rate
150 days
Thiruvananthapuram Corporation
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,500
Yes
₹44,700
Yes
5 Dec 2025
29 Oct 2020
9 Nov 2020
29 Oct 2020
6 Nov 2020
29 Oct 2020
Amount
TARRING
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.
75.5.5.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)
CONCRETING
2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
4.1.3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
shynimol
afzel
L.SELVAN
L MURALI
Bidder Name
L MURALI
L.SELVAN
shynimol
R SURESHKUMAR
afzel
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