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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.9 CrAccepted-AOC | L1 | Accepted-AOC Accepted by the Competent Authority as the 1st Lowest | |
| 2 | L2₹28.9 Cr+₹1.9 Cr (7.17%)Rejected-AOC A D NAGAR POLICE LINE AGARTALA WEST TRIPURA | AGARTALA | WEST TRIPURA | TRIPURA | 799003 | L2 | Rejected-AOC 2nd Lowest | |
| 3 | L3₹29.5 Cr+₹2.6 Cr (9.64%)Rejected-AOC 17 03 01 METRO CITY PAPER MILL COMPOUND LUCKNOW 226006 | LUCKNOW | LUCKNOW | UTTAR PRADESH | 226006 | L3 | Rejected-AOC 3rd Lowest | |
| 4 | L4₹30.8 Cr+₹3.9 Cr (14.4%)Rejected-AOC | L4 | Rejected-AOC 4th Lowest | |
| 5 | L5₹31.4 Cr+₹4.5 Cr (16.5%)Rejected-AOC R O AT VILL BHADIWA POST AMBA DISTT VARANASI UP 221104 | VARANASI | VARANASI | UTTAR PRADESH | 221104 | L5 | Rejected-AOC 5th Lowest |
Tender Value
₹34.9 Cr
EMD Value
₹69.8 L
Closing Date
12 Feb 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer NH Division Agartala
O o the Executive Engineer NH Division Agartala PWD Netaji Complex West Tripura
Strengthening and improvement of riding quality of road from Teliamura (Netajinagar) to Uttar Maharanipur(L 10.80Km) under Khowai Tripura
2025_CEPWD_56913_1
21/CE/PWD(NH)/CRIF/2024-25
Open Tender
Civil Works - Roads
Percentage
365 days
Khowai Tripura
Please refer to the Tender documents
7 documents required · 7 mandatory
₹10,000
₹69.8 L
O o the Executive Engineer NH Division Agartala
4 Sept 2025
13 Jan 2025
12 Feb 2025
13 Jan 2025
12 Feb 2025
13 Jan 2025
13 Jan 2025 - 21 Jan 2025
22 Jan 2025
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 |
|---|---|---|---|---|---|
| 1Sub Head - I | |||||
| 1.01 | SITE CLEARANCE | - | - | - | - |
| 1.02 | Clearing Grass and Removal of Rubbish
Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per MoRT&H Technical Specification Clause 201. | - | Hectare | 28,638.7 | - |
| 2Sub Head - II | |||||
| 2.01 | EARTH WORK | - | - | - | - |
| 2.02 | Excavation in Soil with Dozer with lead upto 100 metres
Excavation for roadway in soil by mechanical means with Dozer in cluding cutting and pushing the earth to site of embankment upto a distance of 100 m (average lead of 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per MoRT&H Technical Specification clauses of section 300. | - | Cum | 131 | - |
| 2.03 | Construction of Embankment with Material obtained from Borrow pits
Construction of embankment with approved material obtained from borrow pits with all lifts, 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 MoRT&H Technical Specification clauses of section 300. | - | cum | 226.1 | - |
| 2.04 | Construction of subgrade and earthen shoulders
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site , spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per MoRT&H Technical Specification clauses of section 300. | - | cum | 225.9 | - |
| 2.05 | Surface Drains in Ordinary Soil
Construction of unlined surface drains of average cross-sectional area 0.40 sqm in ordinary soil to specified lines, grades, levels and dimensionsas per MoRT&H Technical Specification Clauses of section 300. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m).
(A) Mechanical Means | - | mtr | 76.8 | - |
| 2.06 | Road side Pucca drains.
Construction of road side pucca drain with M10 (1:3:6 with jhama brick aggregate) to specified lines, grades, levels and dimensions as per approved design and MoRD Technical Specification Clause 307, 1606. Excavated material to be used in embankment at site. (including centering, shuttering, etc. but excluding reinforcement)
D) U shaped drain (top clear width 600 mm, bottom clear width 600 mm and clear depth of 600 mm)
(i) in ordinary soil | - | mtr | 4,941.45 | - |
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