Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.7 LAccepted-AOC | ₹6.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹7.2 LRejected-AOC | ₹7.2 L | L2 | Rejected-AOC l2 |
| Sl No | Description | Qty | Unit | SUKUMARAN.R.K. L1 | PRADEEPAN M L2 |
|---|---|---|---|---|---|
| 1.00maintenance | |||||
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 107.2 | cum | 50.56 ₹5,420.03 | 70 ₹7,504 |
| 1.00 | OD274806/2025-2026:Providing concrete for plain concrete for drain bed in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
I. P.C.C grade M 10
(i) Nominal mix 1:3:6 | 13.4 | cum | 8,005.55 ₹1.1 L | 8,500 ₹1.1 L |
| 1.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 37.52 | cum | 8,136.51 ₹3.1 L | 8,500 ₹3.2 L |
| 1.00 | 2.14.2.A:Dismantling of Flexible Pavements<br> Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 <br> (II) By Mechanical Means<br> (A) Bituminous Courses | 1.2 | cum | 420.38 ₹504.46 | 500 ₹600 |
| 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. | 49.56 | sqm | 395.68 ₹19,609.90 | 500 ₹24,780 |
| 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 | 9 | cum | 3,473.06 ₹31,257.54 | 3,800 ₹34,200 |
| 1.01 | 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 | 60 | sqm | 79.49 ₹4,769.40 | 90 ₹5,400 |
| 1.01 | 75.5.2.3pb: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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 60 | sqm | 18.59 ₹1,115.40 | 20 ₹1,200 |
| 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. | 510 | sqm | 15.51 ₹7,910.10 | 20 ₹10,200 |
Tender Value
₹6.8 L
EMD Value
₹16,946
Closing Date
18 Oct 2025, 5:00 pmClosed
Pranam K T
O/o The Assistant Engineer, LIDEW Section, Chittariparamba
Retarring, Drainage
2025_LSGD_808386_4
AE/LSGD/CPBA/ETEN/03/26
Open Tender
Civil Works - Roads
210 days
Chittariparamba
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,495
Yes
₹16,946
Yes
3 Feb 2026
10 Oct 2025
22 Oct 2025
10 Oct 2025
18 Oct 2025
10 Oct 2025
Work Name:Annual Plan-Chittariparamba GP 110/26-Kannavam Poozhiyod Panniyod road retarring, drainage, Side Concretting-General Civil Work
ㄭ 獵湩浥汵楳湯搠獩牴扩瑵牯愠⁴桴慲整漠⸰㔲琠⸰〳欠数煳湯琠敨瀠敲慰敲牧湡汵牡猠牵慦散牴慥整楷桴瀠楲敭愦灭※汣慥敮楷桴䠠摹慲汵捩戠潲浯愠数敔档楮慣灓捥晩捩瑡潩汃畡敳㔠㌰☮㔷㔮㈮ㄮ扰吺捡潃瑡ⴠ圠瑩慐正摥䈠瑩浵湥删瑡獥☠瑬戻♲瑧※牐癯摩湩湡灡汰楹杮琠捡潣瑡眠瑩楂畴敭浥汵楳湯⠠卒ㄭ 獵湩浥汵楳湯搠獩牴扩瑵牯愠⁴桴慲整漠⸰〲琠⸰㔲欠数煳湯琠敨瀠敲慰敲楢畴業潮獵猠牵慦散挠敬湡摥眠瑩祈牤畡楬牢潯獡瀠牥吠捥湨捩污匠数楣楦慣楴湯䌠慬獵〵⸳ʕ㜀⸵⸵ㄱㄮ䄮㈮扰䴺硩匠慥畓晲捡湩慍畮污䴠慥獮ⴠ吠灹⁁楂畴敭ⵓ㔶ⴠ倠捡敫楂畴敭慒整氦㭴牢朦㭴倠潲楶楤杮慬楹杮愠摮爠汯楬杮漠汣獯ⵥ牧摡摥瀠敲業⁸畳晲捡湩慭整楲污漠〲洠桴捩湫獥潣灭獯摥漠ㄱ㈮洠潴〠㤮洠吨灹ⵥ⥁漠㌱㈮洠潴〠㤮洠吨灹ⵥ⥂愠杧敲慧整獵湩数敮牴瑡潩牧摡楢畴敭潴爠煥極敲楬敮牧摡湡敬敶潴猠牥敶愠敷牡湩潣牵敳漠牰癥潩獵祬瀠敲慰敲慢敳湩汣摵湩業楸杮椠畳瑩扡敬瀠慬瑮慬楹杮愠摮爠汯楬杮眠瑩桴敲桷敥ⴸ〱欠⁎瑳瑡捩爠汯敬湡楦楮桳湩潴爠煥極敲敬敶湡牧摡獥愠数敔档楮慣灓捥晩捩瑡潩汃畡敳㔠㤰☠瑬戻♲瑧※祂䴠湡慵敍湡氦㭴牢朦㭴吠灹⁁氦㭴牢朦㭴⠠䥉 楂畴敭匨㘭⤵Ľ㌀㔮㈮䔺捸癡瑡潩湩匠楯楷桴䐠穯牥眠瑩敬摡甠瑰〱‰氦㭴牢朦㭴䔠捸癡瑡潩潦潲摡慷⁹湩猠楯祢洠捥慨楮慣敭湡湩汣摵湩畣瑴湩湡異桳湩桴慥瑲潴猠瑩景攠扭湡浫湥⁴灵潴愠搠獩慴据景ㄠ〰洠湩汣摵湩牴浩業杮戠瑯潴湡楳敤猠潬数湩愠捣牯慤据楷桴爠煥極敲敭瑮景氠湩獥牧摡獥愠摮挠潲獳猭捥楴湯Ĩ伀㉄㘸㤱⼹〲㔲㈭㈰㨶剄⁙啒䉂䕌䴠十乏奒张䐠祲爠扵汢楷桴畯⁴潣据敲整氠癥汥楬杮挠畯獲慭潳牮⁹楷桴朠潯焊慵楬祴戠慬瑳摥爠扵汢湩汣摵湩慰正湩潴挠浯慰瑣敮獳
to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1347971.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.31 MB
BOQ_1347971.xls
BOQ • 0.31 MB
110sbd.pdf
Tender Documents • 1.65 MB
Download all tender documents and submit your bid