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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹71.7 LAccepted-AOC BADARMOKAM PO R K PUR GOMATI DISTRICT TRIPURA | ₹71.7 L Quoted ₹72.4 L | L1 | Accepted-AOC LOWEST |
| 2 | Rejected-Technical | - | - | Rejected-Technical NON-RESPONSIVE |
Tender Value
₹69.6 L
EMD Value
₹1.4 L
Closing Date
19 Mar 2026, 3:00 pmClosed
Executive Engineer, WR DIV-III, Udaipur
O/o EE, WR DIV-III, Udaipur, Gomati, Tripura
Protection of left Bank of Gomati River under UMC from erosion SH Portion of Ajachak Ashram ward No 2 from Flowers Club towards Ramthakur Ashram ward no 6 from Ram thakur Ashram toward Badar Mokam Bridge ward no 7 and from Badar Mokam Bridge towards
2026_CEWR_71450_1
24/SE/WRC-III/UDP/DNIeT/25-26
Open Tender
Civil Works - Others
Percentage
MIRZA, UDAIPUR
Please refer Tender documents.
7 documents required · 7 mandatory
₹4,000
₹1.4 L
O/o EE, WR DIV-III, Udaipur, Gomati, Tripura
23 Jul 2026
10 Mar 2026
19 Mar 2026
10 Mar 2026
19 Mar 2026
10 Mar 2026
10 Mar 2026 - 17 Mar 2026
18 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 |
|---|---|---|---|---|---|
| 1 | Providing concrete for plain concrete (using jhama brick aggregate) in open foundations complete in/c. formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement)
III P.C.C grade M 20 (using jhama brick aggregate)
(i) Nominal mix (1:2:4) | - | cum | 9,989.1 | - |
| 2 | Supplying and stacking mixed class brick bats (50% first class & 50% un-class) in/c carriage loading & unloading at the site of work complete as per direction of the Engg-in-charge. | 1 | cum | 3,420.92 | ₹3,417.5 |
| 3 | Manufacturing & supplying of machine made PVC wire crates chain link type made by S.W.G PVC wire bearing 12/10 SW. GI wire inside the PVC wire, size of cage 1500 mm. x 600 mm. x 450 mm. having square mesh of 80mm. x 80mm. including carrying to the work site as per direction of the Engg-in charge (Weight of each cage shall not be less than 7.80 kg) | - | Kg | 202 | - |
| 4 | Labour charge for filling/packing of mixed class brick bats in S.W.G PVC wire crates of size of 1500 mm. x 600 mm. x 450 mm. fastening with SWG GI wire and placing in river bed/slope properly as per direction of the Engg-in-Charge. | - | Nos | 173.3 | - |
| 5 | 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)
B. Trapezoidal drain (top clear width 600 mm, bottom clear width 300 mm and clear depth of 400 mm)
i) In Ordinary Soil | - | m | 3,410.5 | - |
| 6.1 | Earth work in excavation over areas (exceeding 30cm in depth, 1.5 m in width as well as 10 sqm on plan) and banking excavated earth in layers not exceeding 20 cm in depth breaking clods, watering, rolling each layer with 1/2 tonne roller wooden or steel rammers and rolling every 3rd and topmost layer with power roller of minimum 8 tonne and dressing up in embankments for roads, flood banks, marginal banks etc.
A) All kinds of soil.
i) By mechanical means | - | cum | 200.1 | - |
| 6.2 | Mechanical transport upto a distance of 5.00Km | - | cum | 75.29 | - |
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
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details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 1.11 MB
DNIeT.pdf
Tender Documents • 5.37 MB
BOQ_72699.xls
BOQ • 0.26 MB
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