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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.5 LAccepted-AOC | L1 | Accepted-AOC lowest | |
| 2 | L2₹15.5 L+₹1.1 L (7.42%)Rejected-Finance | L2 | Rejected-Finance second | |
| 3 | Rejected-Technical | - | Rejected-Technical Not lowest |
| Sl No | Description | Qty | Unit | VARDHANAN.N L2 | G.GANGADHARAN L1 | ANSALAM.C L3 |
|---|---|---|---|---|---|---|
| 1.00DETAILED ESTIMATE | ||||||
| 1.00 | 5.5.B.2a : Modified Penetration Macadam 75 mm thick using Bitumen S-65 <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. <br>
(B) 75 mm thick :-
(II) Bitumen (S-65) | 682.1 | sqm | 297.77 ₹2,03,108.92 | 276.66 ₹1,88,706.91 Lowest | 300.82 ₹2,05,189.32 |
| 1.00 | 5.2.1a : Tack Coat<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. | 4,100 | sqm | 9.87 ₹40,467 | 9.52 ₹39,038.23 Lowest | 9.97 ₹40,877 |
| 1.00 | 5.9.1.2a : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 <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) | 4,388 | sqm | 144.61 ₹6,34,548.68 | 133.55 ₹5,86,038.73 Lowest | 146.08 ₹6,40,999.04 |
| 1.00 | 5.12.A.3.2a : Seal Coat - Manual Means - Type C - Bitumen S-65 <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 :-
Case - III : Type C <br>
(II) Bitumen (S-65) | 4,388 | sqm | 57.61 ₹2,52,792.68 | 53.1 ₹2,32,986.92 Lowest | 58.2 ₹2,55,381.6 |
| 1.00 | 3.1 : Preparation of Foundation for Embankment
Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means
Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 300 | sqm | 25.72 ₹7,716 Lowest | 83.44 ₹25,030.8 | 25.98 ₹7,794 |
| 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 | 22.5 | cum | 2,609.74 ₹58,719.15 | 2,453.48 ₹55,203.22 Lowest | 2,636.43 ₹59,319.67 |
| 1.01 | 5.1.1a : Prime Coat :-
Low porosity <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 | 300 | sqm | 61.46 ₹18,438 | 52.14 ₹15,641.8 Lowest | 62.09 ₹18,627 |
| 1.01 | 5.2.3a : Tack Coat <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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 300 | sqm | 11.79 ₹3,537 | 11.39 ₹3,418.42 Lowest | 11.91 ₹3,573 |
| 1.01 | 3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 m
Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 67.68 | cum | 209.25 ₹14,162.04 | 196.32 ₹13,286.94 Lowest | 211.39 ₹14,306.88 |
Tender Value
₹17.9 L
EMD Value
₹30,000
Closing Date
22 Oct 2021, 6:00 pmClosed
AEE, LID EW Dn, Thiruvananthapurm DP, Pattom PO
O/o Executive Engineer, LID EW Division, Thiruvananthapurm DP, Pattom P O, Pincode - 695004
Please refer tender documents
2021_LSGD_444907_2
e-20/DP TVPM/AEE/LSGD/2020-21
Open Tender
Civil Works - Roads
Item Rate
180 days
Parassala G P
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹30,000
Yes
23 Jan 2026
12 Oct 2021
25 Oct 2021
12 Oct 2021
22 Oct 2021
12 Oct 2021
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