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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹68.0 LAccepted-AOC GOVERNMENT OF TRIPURA OFFICE OF THE EXECUTIVE ENGINEER DRINKING WATER AND SANITATION DIVISION UDAIPUR GOMATI DISTRICT TRIPURA | ₹68.0 L | L1 | Accepted-AOC LOWEST |
| 2 | L2₹69.7 L+₹1.7 L (2.45%)Rejected-AOC DWS DIVISION UDAIPUR GOMATI DISTRICT TRIPURA | ₹69.7 L+₹1.7 L (2.45%) | L2 | Rejected-AOC COMPARATIVELY HIGH |
| 3 | L3₹70.9 L+₹2.8 L (4.13%)Rejected-AOC TOWN SONAMURA PO PS R K PUR UDAIPUR GOMATI TRIPURA | GOMATI | TRIPURA | 799013 | ₹70.9 L+₹2.8 L (4.13%) | L3 | Rejected-AOC COMPARATIVELY HIGH |
| 4 | L4₹75.3 L+₹7.3 L (10.7%)Rejected-AOC KARAITALA GANKI KHOWAI | ₹75.3 L+₹7.3 L (10.7%) | L4 | Rejected-AOC COMPARATIVELY HIGH |
Tender Value
₹87.3 L
EMD Value
₹1.7 L
Closing Date
12 Feb 2026, 3:00 pmClosed
Executive Engineer, WR DIV-III, Udaipur
O/o EE, WR DIV-III, Udaipur, Gomati, Tripura
Development of Inland water Transport on Gomati river in Tripura SH Construction of stair case Bank protection work in 6 Six Nos Locations of floatring terminals along the bank of Gomati river Locations Melaghar Mohanbhog Kakraban Maharani Rajnagar G
2026_CEWR_69892_1
20/SE/WRC-III/UDP/DNIeT/25-26
Open Tender
Civil Works - Others
Percentage
Udaipur
Please refer Tender documents.
7 documents required · 7 mandatory
₹4,000
₹1.7 L
O/o EE, WR DIV-III, Udaipur, Gomati, Tripura
21 Jul 2026
3 Feb 2026
12 Feb 2026
3 Feb 2026
12 Feb 2026
3 Feb 2026
3 Feb 2026 - 9 Feb 2026
11 Feb 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 |
|---|---|---|---|---|---|
| 1 | Excavation for Structures
A. Without dewatering.
Earthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.
i) Ordinary Soil.
a) Upto 3 m depth | 1 | Cum | 1 | ₹1 |
| 2 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200
I. Sand filling | - | Cum | 1,168 | - |
| 3 | Providing concrete for plain concrete (using jhama brick aggregate) in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement)
a) P.C.C grade M 10 (using jhama brick aggregate)
(i) Nominal mix 1:3:6 | - | Cum | 9,099.9 | - |
| 4 | Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRD technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204. (including centering, shuttering, staging etc. but excluding reinforcement)
a) R.C.C grade M-20 (1:2:4) (Nominal mix)
i) upto 5 m height | - | Cum | 11,731.3 | - |
| 5 | Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar in substructure complete as per drawings & MoRD technical specification Clauses 1002, 1005, 1010 and 1202. | - | ton | 1 | - |
| 6 | Brick masonry work in cement mortar in foundation completed excluding pointing & plastering as per drawing & MoRD technical specifications Clauses 600, 1202 & 1203.
ii) Brick masonry in 1:4 cement mortar. | 0.8 | Cum | - | - |
| 7 | Plastering with cement mortar (1:4) 12 mm thick on brickwork/ C.C. work including a finishing coat of neat cement punning with 2.75 kg of cement per sqm in substructure as per MoRD technical specification Clauses 613.4 & 1204 | 1 | Sqm | 224.6 | ₹224.38 |
| 8 | 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 | Cum | 245.4 | ₹245.15 |
| 9 | 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 MoRD Technical Specification Clause 303.1. | 1 | Cum | 233.8 | ₹233.57 |
| 10 | 60 mm thick factory made c.c interlocking paver block of M -30 Grade.
Providing and laying 60 mm thick factory made cement concrete interlocking interlocking paver block of M -30 Grade Cement concrete 1:2:4 in pavements, laid to required slope and camber in panels Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of sand, filling the joints with fine sand etc. all complete as per specification and approval/direction of the Engineer-in-charge. | - | Sqm | 1,208.4 | - |
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