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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.7 CrAccepted-AOC RAMNAGAR ROAD NO 2 P O AGARTALA WEST TRIPURA | WEST TRIPURA | TRIPURA | 799002 | ₹34.7 Cr | L1 | Accepted-AOC 1st Lowest |
| 2 | L2₹35.3 Cr+₹59.5 L (1.71%)Rejected-AOC | ₹35.3 Cr+₹59.5 L (1.71%) | L2 | Rejected-AOC 2nd lowest |
| 3 | Rejected-Technical | - | - | Rejected-Technical Technically Non Responsive |
| 4 | Rejected-Technical 3 310 VISHWAS KHAND GOMTINAGAR LUCKNOW | LUCKNOW | - | - | Rejected-Technical Technically Non Responsive |
| 5 | Rejected-Technical | - | - | Rejected-Technical Technically Non Responsive |
Tender Value
₹33.7 Cr
Closing Date
21 Sept 2023, 3:00 pmClosed
Executive Engineer NH Division Agartala
Office of the Executive Engineer NH Division Netaji chowmuhani complex Agartala West Tripura
Strengthening and improvement of riding quality of the road from Jogendranagar RCC Bridge to Takarjala via Malaynagar, Anandanagar, Srinagar, Brajendra Colony L-25.54 Km under West Tripura and Sipahijala District.
2023_CEPWD_41435_1
05/CE/PWD(NH)/SPA/2023-24
Open Tender
Civil Works - Roads
Item Rate
540 days
Takarjala
Please refer to the Tender Document
9 documents required · 9 mandatory
₹10,000
Exempted
O o the Executive Engineer NH Division Agartala
28 Mar 2024
31 Aug 2023
21 Sept 2023
31 Aug 2023
21 Sept 2023
31 Aug 2023
31 Aug 2023 - 13 Sept 2023
14 Sept 2023
| 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.
By Manual Means | - | Hectare | 21,354 | - |
| 2EARTHWORK | |||||
| 2.01 | 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 | 195.1 | - |
| 2.02 | 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 | 195 | - |
| 2.03 | 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 | 63.1 | - |
| 2.04 | 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)
(C) Trapezoidal drain ( top clear width 600 mm, bottom clear width 300 mm and clear depth of 600 mm)
(i) In Ordinary Soil | - | Mtr | 3,683.6 | - |
| 3Sub Head - III | |||||
| 3.01 | GRANULAR SUB - BASES, BASES( Non -Bituminous ) AND SHOULDERS. | - | - | - | - |
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