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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹66.8 LAdmitted-Fee/PreQual/Technical/Finance | -7.00% | ₹66.8 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹67.7 LAdmitted-Fee/PreQual/Technical/Finance NETAJI SUBASH ROAD AGARTALA WEST TRIPURA PIN 799001 | AGARTALA | WEST TRIPURA | TRIPURA | 799001 | -5.65% | ₹67.7 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹68.2 LAdmitted-Fee/PreQual/Technical/Finance LAXMINARAYAN BARI ROAD BANAMALIPUR AGARTALA WEST TRIPURA | AGARTALA | WEST TRIPURA | TRIPURA | 799001 | -5.04% | ₹68.2 L | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹69.5 LAdmitted-Fee/PreQual/Technical/Finance RAMNAGAR ROAD NO 02 WEST END RAMNAGAR AGARTALA TRIPURA WEST | -3.21% | ₹69.5 L | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹70.4 LAdmitted-Fee/PreQual/Technical/Finance | -1.99% | ₹70.4 L | L5 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹71.8 L
EMD Value
₹1.4 L
Closing Date
28 Jul 2026, 3:00 pmClosed
Executive Engineer-IV, UDD
Executive Engineer-IV, UDD, UD Bahwan, Agartala
Construction of RCC Cover Drain with retaining wall improvement of road shoulder from Agradoot Club to DWS Sub Division Office Eastern Side of Bankumari Bidyasagar Road under AMC area Ward No 28
2026_SEU_74777_1
03/EE-IV/UDD/EW/2026-27
Open Tender
Civil Works - Water Works
Percentage
180 days
Agartala
Please refer Tender documents.
7 documents required · 7 mandatory
₹4,000
₹1.4 L
28 Jul 2026
17 Jul 2026
28 Jul 2026
17 Jul 2026
28 Jul 2026
17 Jul 2026
17 Jul 2026 - 28 Jul 2026
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 |
|---|---|---|---|---|---|
| 1Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work as per MoRT&H Technical Specification clauses of section 300. | |||||
| 1.01 | i. Ordinary soil
A. By manual means ( upto 3 m depth ) | - | cum | 458.2 | - |
| 1.02 | B. By mechanical means ( upto 3 m depth ) | 200.3 | cum | 53.1 | ₹10,635.93 |
| 2 | 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 | 134.55 | cum | 225.9 | ₹30,394.85 |
| 3 | Mainteance of bituminious surface road
Repair to pot holes and removal of loose material, trimming of sides , cleaning of surface , providing tack coat , 20 mm thick premix carpet and seal coat type B as per drawing and MoRD technical specification clauses 1904.2, 503 and 508.1. | 7.2 | sqm | 471.6 | ₹3,395.52 |
| 4Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200. | |||||
| 4.01 | Sand Filling | 36.9 | cum | 1,168 | ₹43,099.2 |
| 5 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
-All kinds of soil | 133 | cum | 161.3 | ₹21,452.9 |
| 6 | Carriage of materials (excavated earth) by mechanical transport in/c loading,unloadind and staking lead up to 5km. | 50 | cum | 257.5 | ₹12,875 |
| 780 mm thick c.c. paver block of M-35 grade Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength, thickness & size/ shape, made by table vibratory method to attain superior smooth finish using PU or equivalent moulds, laid in required grey colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. all complete as per specifications & approval/ direction of the Engineer -in-Charge: | |||||
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