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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹11.3 CrAccepted-AOC AGARTALA AIRPORT ROAD AGARATALA TRIPURA U | L-1 | Accepted-AOC 1st qualified bidder | |
| 2 | L-2₹11.3 Cr+₹8.7 L (0.77%)Rejected-AOC | L-2 | Rejected-AOC FORMAL |
Tender Value
₹11.9 Cr
EMD Value
₹23.8 L
Closing Date
22 Jun 2022, 3:00 pmClosed
Executive Engineer PWD RandB Sonamura Divn
O/O The Executive Engineer PWD RandB Sonamura Divn
Job No. TP/COM/01/2022-23.
2022_CEPWD_28618_1
08/CE/PWD(RandB)/SE(P and DU)/2022-23
Open Tender
Civil Works - Roads
Percentage
630 days
Sonamura
Please refer Tender Documents
8 documents required · 8 mandatory
₹10,000
₹23.8 L
O/O The Executive Engineer PWD RandB Sonamura Divn
23 Jan 2023
23 May 2022
23 Jun 2022
23 May 2022
22 Jun 2022
23 May 2022
23 May 2022 - 22 Jun 2022
1 Jun 2022
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Turfing with Sods
Furnishing and laying of the live sods of perennial turf forming grass on embankment slope , verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per MoRD Technical Specification Clause 309. | 17,751.65 | sqm | 32.2 | ₹5,71,603.13 |
| 2 | 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 MoRD Technical Specification Clause 301.5.
For spreading beyond 100 m | 14,141.39 | cum | 69.9 | ₹9,88,483.44 |
| 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 MoRD Technical Specification Clause 301.5.
For spreading within 100 m | 2,756.76 | cum | 52 | ₹1,43,351.73 |
| 4 | Construction of Embankment with Material Obtained from Borrow Pits
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per MoRD Technical Specification Clause 301.5. | 1,143.47 | cum | 205.6 | ₹2,35,096.61 |
| 5 | Excavation in Soil with Dozer with lead upto 100 m.
Excavation for roadway in soil by mechanical means with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per MoRD Technical Specification Clause 302.3. | 14,909.78 | cum | 67.5 | ₹10,06,410.42 |
| 6 | Compacting original ground supporting subgrade
Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per MoRD Technical Specification Clause 303.5.2. | 1,275.59 | cum | 25.8 | ₹32,910.22 |
| 7 | Surface Drains
Construction of unlined surface drains of average cross-sectional area 0.40 sqm in ordinary soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m) as per MoRD Technical Specification Clause 307.
Surface Drains in Ordinary Soil
Manual Means | 3,134.47 | m | 85.4 | ₹2,67,683.74 |
| 8 | Backfilling behind abutment, wing wall & return wall complete as per drawings & MoRD technical specification Clause 1204.3.8.
Sandy material | 693.28 | cum | 1,174.7 | ₹8,14,396.02 |
| 9 | Making 50 mm x 50 mm Furrow
Making 50 mm x 50 mm furrows, 25mm / 50mm deep, 450 to the center line of the road and at one metre interval in the existing thin bituminous wearing coarse including sweeping and disposal of excavated material within 1000 metres lead as per MoRT&H Technical Specification Clause 404.3.1.
( i ) 25 mm deep furrow cutting | 33,641.5 | sqm | 4.4 | ₹1,48,022.6 |
| 10 | Dismantling of Flexible Pavements
Dismantling of flexible pavements and disposal of dismantled materials with all lifts and upto a lead of 100 m, stacking serviceable materials and unserviceable materials separately as per MoRD Technical Specification Clause 202.
( II ) By Mechanical Means
Bituminous Courses | 502.34 | cum | 251.3 | ₹1,26,238.04 |
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