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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.2 LAccepted-AOC CHALTA TALA UDAIPUR | UDAIPUR | GOMATI | TRIPURA | ₹18.2 L | L1 | Accepted-AOC Being the 1st lowest |
| 2 | L2₹18.7 LRejected-AOC VILL SOUTH JOLAIBARI P O THAKUR CHERRA P S BAIKHORA SOUTH TRIPURA | SOUTH TRIPURA | TRIPURA | 799141 | ₹18.7 L | L2 | Rejected-AOC Being the 2nd lowest |
Tender Value
₹17.3 L
EMD Value
₹34,674
Closing Date
27 Mar 2026, 3:00 pmClosed
Chief Executive Officer
Chief Executive Officer, Udaipur Municipal Council, Udaipur, Gomati Tripura
Construction of paver block road with masonry drain including a protection wall from the PWD road to the house of Ashim Chakraborty via Ajit Chakraborty at ward no_03_UMC_UDP_2025_26 Length of drain 112.00 m. Length of protection wall 118.00 m.
2026_Urban_71751_1
DNIeT No. 129/DNIeT/UMC/UDP/2025-26
Open Tender
Civil Works
180 days
Udaipur
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,000
Yes
₹34,674
Yes
16 Apr 2026
20 Mar 2026
27 Mar 2026
20 Mar 2026
27 Mar 2026
20 Mar 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 |
|---|---|---|---|---|---|
| 1Construction of Embankment with approved materials Obtained from borrow pits with a lift upto 1.50 m, transporting to site, spreading to required slope and compacting to meet requirement of Table 300.1 and 300.2 with a lead upto 1000 m as per MoRD technical specification clause 301.5. | |||||
| 2Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lift 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. | |||||
| 3Without dewatering. Earthwork in excavation for structures as per drawing and MofRD 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. Ordinary Soil Upto 3m depth. | |||||
| 4Filling in foudation trenches as per drawing & MoRD technical specification Clause 305.3.9 and 1200 1. Sand filling | |||||
| 5Providing 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) P.C.C grade M 10 (using jhama brick aggregate) Normal mix 1:3.6 (Hand mixing) | |||||
| 6Brick mesonary work in cement mortar in sub-structure complete except pointing and plastering. as per drawing & MoRD technical specification clauses 602, 603, 604, 1202 & 1204 | |||||
| 7Plastering with cement mortar (1:4) 12 mm thick on brickwork/CC work including finising coat of net cement punning with 2.75kg of cement per square meter in substructure as por MoRD technical specification Clauses 613.4 & 1204. | |||||
| 8Supplying, fitting & placing Thermo-Mechanically treated bar / cold twisted deformed steel bar in sub-structure complete as per Drawing & MoRD technical specification Clauses 1600 | |||||
| 9Plain/Reinforcement Cement concrete in sub structure complete, in/c form work as per Drawing MoRD technical specification clauses 802,804,805,806, 807, 900, 1202 & 1204. (in/c centering, shuttering, stagging etc but ex/c reinforcement) 1) RCC Grade M20 (1:2:4) (Nominal Mix) Upto 5 m Height | |||||
| 1060 mm thick factory made c.c 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. | |||||
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aoc.pdf
finance_73020.pdf
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BOQ_73020.xls
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