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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.9 CrAdmitted-Finance | ₹4.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹5.0 Cr+₹14.0 L (2.87%)Admitted-Finance | ₹5.0 Cr+₹14.0 L (2.87%) | L2 | Admitted-Finance |
| 3 | L3₹5.4 Cr+₹53.9 L (11.1%)Admitted-Finance | ₹5.4 Cr+₹53.9 L (11.1%) | L3 | Admitted-Finance |
| 4 | L4₹5.8 Cr+₹89.6 L (18.4%)Admitted-Finance | ₹5.8 Cr+₹89.6 L (18.4%) | L4 | Admitted-Finance |
| 5 | L5₹5.9 Cr+₹99.0 L (20.3%)Admitted-Finance | ₹5.9 Cr+₹99.0 L (20.3%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | BHUWAN CHANDRA NARIYAL L1 | Yogesh Singh Mehta L7 | Barahi Construction Company L12 | KAWALJEET SINGH CONTRACTOR M180102125755307 L9 | M/S DOON INFRASTRUCTURE L13 | M/s Dinesh Prasad Dangwal L10 | Laxmi Datt Binwal L8 | M/s Panchaghati Construction L15 | M/S Prayag Construction L16 | BISHT CONSTRUCITON L4 | GANGA PRASAD PUNETHA L2 | N D JOSHI AND SONS L3 | Satish Chandra Pandey L11 | Super Construction Associates L5 | TARA CHAND L14 | SMS CONSTRUCTION PROP. DEEPAK SINGH DASILA L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Part A -Construction work | |||||||||||||||||||
| 1.01 | Excavation in soil,Oridinary rock and Hard rock in Hilly Area by mechanical means Without useinng Dozer 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 | 1 | Job | 55,00,000 ₹55,00,000 | 55,48,611.8 ₹55,48,611.8 | 63,12,400 ₹63,12,400 | 59,33,669.05 ₹59,33,669.05 | 63,02,413.88 ₹63,02,413.88 | 58,00,000 ₹58,00,000 | 56,00,000 ₹56,00,000 | 63,12,413.88 ₹63,12,413.88 | 65,00,000 ₹65,00,000 | 55,00,000 ₹55,00,000 | 25,00,000 ₹25,00,000 Lowest | 53,66,183.03 ₹53,66,183.03 | 62,02,403.08 ₹62,02,403.08 | 51,50,000 ₹51,50,000 | 63,12,000 ₹63,12,000 | 53,02,490 ₹53,02,490 |
| 2.00 | Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work. | 180 | cu.m | 1,518.9 ₹2,73,402 | 1,335.11 ₹2,40,319.8 | 1,514 ₹2,72,520 | 1,427.77 ₹2,56,998.6 | 1,518.9 ₹2,73,402 | 1,518 ₹2,73,240 | 1,400 ₹2,52,000 | 1,518.9 ₹2,73,402 | 1,800 ₹3,24,000 | 1,300 ₹2,34,000 | 1,000 ₹1,80,000 Lowest | 1,291.21 ₹2,32,417.8 | 1,514.34 ₹2,72,581.2 | 1,243 ₹2,23,740 | 1,518.9 ₹2,73,402 | 1,276 ₹2,29,680 |
| 3.00 | 3-3 Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 4,576.24 | cu.m | 63.8 ₹2,91,964.11 | 56.08 ₹2,56,635.54 | 63 ₹2,88,303.12 | 59.97 ₹2,74,437.11 | 63.8 ₹2,91,964.11 | 64 ₹2,92,879.36 | 60 ₹2,74,574.4 | 63.8 ₹2,91,964.11 | 70 ₹3,20,336.8 | 55 ₹2,51,693.2 | 40 ₹1,83,049.6 Lowest | 54.23 ₹2,48,169.5 | 63.6 ₹2,91,048.86 | 52 ₹2,37,964.48 | 63.8 ₹2,91,964.11 | 53 ₹2,42,540.72 |
| 4.00 | WBM Grading 1Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification ncluding spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 405. | 3,465.79 | Cum | 1,200 ₹41,58,948 Lowest | 3,155.52 ₹1,09,36,369.66 | 3,580 ₹1,24,07,528.2 | 3,600 ₹1,24,76,844 | 3,589.9 ₹1,24,41,839.52 | 3,580 ₹1,24,07,528.2 | 3,250 ₹1,12,63,817.5 | 3,589.9 ₹1,24,41,839.52 | 4,000 ₹1,38,63,160 | 2,300 ₹79,71,317 | 2,100 ₹72,78,159 | 3,051.77 ₹1,05,76,793.95 | 3,579.13 ₹1,24,04,512.96 | 2,939 ₹1,01,85,956.81 | 3,589.9 ₹1,24,41,839.52 | 3,016 ₹1,04,52,822.64 |
| 5.00 | WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405 | 2,406.8 | cum | 1,300 ₹31,28,840 Lowest | 3,170.2 ₹76,30,037.36 | 3,600 ₹86,64,480 | 3,600 ₹86,64,480 | 3,606.6 ₹86,80,364.88 | 3,600 ₹86,64,480 | 3,320 ₹79,90,576 | 3,606.6 ₹86,80,364.88 | 4,000 ₹96,27,200 | 2,425 ₹58,36,490 | 2,100 ₹50,54,280 | 3,065.97 ₹73,79,176.6 | 3,595.78 ₹86,54,323.3 | 2,953 ₹71,07,280.4 | 3,606.6 ₹86,80,364.88 | 3,029 ₹72,90,197.2 |
| 6.00 | WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | 2,688.05 | cum | 1,700 ₹45,69,685 | 3,170.2 ₹85,21,656.11 | 3,600 ₹96,76,980 | 3,600 ₹96,76,980 | 3,606.6 ₹96,94,721.13 | 3,600 ₹96,76,980 | 3,320 ₹89,24,326 | 3,606.6 ₹96,94,721.13 | 4,000 ₹1,07,52,200 | 2,600 ₹69,88,930 | 2,100 ₹56,44,905 | 540.99 ₹14,54,208.17 Lowest | 3,595.78 ₹96,65,636.43 | 2,953 ₹79,37,811.65 | 3,606.6 ₹96,94,721.13 | 3,030 ₹81,44,791.5 |
| 7.00 | Low porosityProviding 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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502. | 47,840.62 | sq.m | 20 ₹9,56,812.4 Lowest | 36.13 ₹17,28,481.6 | 41.1 ₹19,66,249.48 | 41 ₹19,61,465.42 | 41.1 ₹19,66,249.48 | 40 ₹19,13,624.8 | 39 ₹18,65,784.18 | 41.1 ₹19,66,249.48 | 50 ₹23,92,031 | 40 ₹19,13,624.8 | 38 ₹18,17,943.56 | 34.93 ₹16,71,072.86 | 40.97 ₹19,60,030.2 | 33.65 ₹16,09,836.86 | 41.1 ₹19,66,249.48 | 35 ₹16,74,421.7 |
| 8.00 | 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 | 47,840.62 | sq.m | 155 ₹74,15,296.1 | 159.71 ₹76,40,625.42 | 181.7 ₹86,92,640.65 | 181 ₹86,59,152.22 | 181.7 ₹86,92,640.65 | 180 ₹86,11,311.6 | 175 ₹83,72,108.5 | 181.7 ₹86,92,640.65 | 200 ₹95,68,124 | 178 ₹85,15,630.36 | 172 ₹82,28,586.64 | 154.46 ₹73,89,462.17 | 181.15 ₹86,66,328.31 | 148.77 ₹71,17,249.04 Lowest | 181.7 ₹86,92,640.65 | 152 ₹72,71,774.24 |
| 9.00 | 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 SpecificationClause 503. | 47,840.62 | Sqm | 13 ₹6,21,928.06 | 12.22 ₹5,84,612.38 | 13.9 ₹6,64,984.62 | 13.75 ₹6,57,808.53 | 13.9 ₹6,64,984.62 | 13 ₹6,21,928.06 | 12 ₹5,74,087.44 | 13.9 ₹6,64,984.62 | 15 ₹7,17,609.3 | 13.6 ₹6,50,632.43 | 11 ₹5,26,246.82 Lowest | 11.81 ₹5,64,997.72 | 13.85 ₹6,62,592.59 | 11.38 ₹5,44,426.26 | 13.9 ₹6,64,984.62 | 12 ₹5,74,087.44 |
Tender Value
Refer Docs
EMD Value
₹14.3 L
Closing Date
10 Feb 2025, 1:00 pmClosed
SE 3rd Circle PWD Pithoragarh
SE 3rd Circle PWD Pithoragarh
Improvement work of Shaheed Shiromani Chilkoti (Gaudi-Kimtoli) motor road in Champawat assembly constituency of Champawat district. Under Honorable Chief Ministers announcement no. 148/2024.
2024_pwd_79107_1
6242/208C(Yata-D)-03/2024 Dated 17-12-2024
Open Tender
Civil Works - Roads
Item Rate
365 days
Champawat
As per bid documents
3 documents required · 3 mandatory
₹5,900
EE PD PWD Champawat
₹14.3 L
SE 3rd Circle PWD Pithoragarh
1 Mar 2025
24 Dec 2024
10 Feb 2025
24 Dec 2024
10 Feb 2025
25 Dec 2024
3 Jan 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Part A -Construction work | |||||
| 1.01 | Excavation in soil,Oridinary rock and Hard rock in Hilly Area by mechanical means Without useinng Dozer 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 | 1 | Job | 63,12,413.88 | ₹63,12,413.88 |
| 2 | Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work. | 180 | cu.m | 1,518.9 | ₹2,73,402 |
| 3 | 3-3 Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 4,576.24 | cu.m | 63.8 | ₹2,91,964.11 |
| 4 | WBM Grading 1Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification ncluding spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 405. | 3,465.79 | Cum | 3,589.9 | ₹1,24,41,839.52 |
| 5 | WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405 | 2,406.8 | cum | 3,606.6 | ₹86,80,364.88 |
| 6 | WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | 2,688.05 | cum | 3,606.6 | ₹96,94,721.13 |
| 7 | Low porosityProviding 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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502. | 47,840.62 | sq.m | 41.1 | ₹19,66,249.48 |
| 8 | 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 | 47,840.62 | sq.m | 181.7 | ₹86,92,640.65 |
| 9 | 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 SpecificationClause 503. | 47,840.62 | Sqm | 13.9 | ₹6,64,984.62 |
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