Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.0 LAccepted-AOC | ₹7.0 L | L1 | Accepted-AOC first lowest |
| 2 | L2₹7.1 LRejected-AOC | ₹7.1 L | L2 | Rejected-AOC second lowest |
| 3 | L3₹8.2 LRejected-AOC KANJIRATHINKAL MEEMPARA | KOTTAYAM | KERALA | 686001 | ₹8.2 L | L3 | Rejected-AOC third lowest |
| 4 | L4₹8.4 LRejected-AOC 6 | KOZHIKODE | KERALA | 612906 | ₹8.4 L | L4 | Rejected-AOC fourth lowest |
| Sl No | Description | Qty | Unit | va george L2 | EBIN BENNY L4 | NOYAL RAJU L3 | Mc.Rajan L1 |
|---|---|---|---|---|---|---|---|
| 1.00Road work | |||||||
| 1.00 | 3.6: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 within all lifts and lead upto 1000m | 104.4 | cum | 43.15 ₹4,504.86 | 50.78 ₹5,301.43 | 49.63 ₹5,181.37 | 42.31 ₹4,417.16 |
| 1.00 | 4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method | 18 | cum | 3,116 ₹56,088 | 3,666.61 ₹65,998.98 | 3,583.94 ₹64,510.92 | 3,055.51 ₹54,999.18 |
| 1.00 | 4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 14.31 | cum | 3,100 ₹44,361 | 3,728.53 ₹53,355.26 | 3,644.45 ₹52,152.08 | 3,107.1 ₹44,462.60 |
| 1.00 | 5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means. | 95.4 | sqm | 21.67 ₹2,067.32 | 65.08 ₹6,208.63 | 63.61 ₹6,068.39 | 54.23 ₹5,173.54 |
| 1.00 | 5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom. | 95.4 | sqm | 13 ₹1,240.20 | 15.3 ₹1,459.62 | 14.96 ₹1,427.18 | 12.75 ₹1,216.35 |
| 1.01 | OD107436/2025-2026:Providing , laying and rolling of close graded premix carpet (CGPC) of 20 mm thickness composed of 11.2 mm to 0.09 mm (MoRTH M -041) aggregates premixed using viscosity grade bitumen (VG 30@22 kg of bitumen per 10 sqm (MoRTH 5.7.1 Type A) to required line, grade and level on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel static, roller of 80-100 kN capacity, finished to required level and grades. By Manual means. | 95.4 | sqm | 279 ₹26,616.60 | 292.09 ₹27,865.39 | 285.5 ₹27,236.70 | 243.4 ₹23,220.36 |
| 1.01 | 12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | 64.8 | cum | 6,380 ₹4.1 L | 7,474.56 ₹4.8 L | 7,306.02 ₹4.7 L | 6,228.85 ₹4.0 L |
| 1.01 | 12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer - (Without formwork) <br> | 21.6 | cum | 7,670 ₹1.7 L | 9,044.86 ₹2.0 L | 8,840.91 ₹1.9 L | 7,537.21 ₹1.6 L |
Tender Value
₹8.2 L
EMD Value
₹20,586
Closing Date
24 Mar 2026, 5:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER PWD ROADS SD MVPA
O/o Assistant Executive Engineer, PWD Roads Sub Division, Muvattupuzha
This restoration estimate has been prepared for restoring the road after Amrut2.0 works in Mulloorpady kalamboorkavu road from Ch 6/980 to 8/800 LHS as per ROW/1089726/99266.
2026_PWD_847451_1
PWD/RB/TR/20983/2024_5_1_1/1
Open Tender
Civil Works - Roads
90 days
piravom
Please refer Tender documents.
11 documents required · 11 mandatory
₹1,820
Yes
₹20,586
Yes
17 Jun 2026
13 Mar 2026
27 Mar 2026
13 Mar 2026
24 Mar 2026
13 Mar 2026
Road work
3.6: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 within all lifts and lead upto 1000m
4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method
4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.
5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom.
OD107436/2025-2026:Providing , laying and rolling of close graded premix carpet (CGPC) of 20 mm thickness composed of 11.2 mm to 0.09 mm (MoRTH M -041) aggregates premixed using viscosity grade bitumen (VG 30@22 kg of bitumen per 10 sqm (MoRTH 5.7.1 Type A) to required line, grade and level on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel static, roller of 80-100 kN capacity, finished to required level and grades. By Manual means.
12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer - (Without formwork) <br>
Please Enable Macros to View BoQ information
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1432191.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 • 0.04 MB
Tendernotice_1.pdf
PDF • 0.05 MB
sbd.pdf
Tender Documents • 1.64 MB
BOQ_1432191.xls
BOQ • 0.30 MB
Affid.pdf
Tender Documents • 0.07 MB
ep.pdf
Tender Documents • 0.05 MB
preli.pdf
Tender Documents • 0.03 MB
Download all tender documents and submit your bid