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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.4 LAccepted-AOC | ₹15.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹15.7 L+₹31,985.12 (2.08%)Rejected-AOC | ₹15.7 L+₹31,985.12 (2.08%) | L2 | Rejected-AOC L2 |
| 3 | L3₹16.2 L+₹82,628.22 (5.36%)Rejected-AOC | ₹16.2 L+₹82,628.22 (5.36%) | L3 | Rejected-AOC L3 |
| 4 | L4₹16.3 L+₹93,047.61 (6.04%)Rejected-AOC | ₹16.3 L+₹93,047.61 (6.04%) | L4 | Rejected-AOC L4 |
| 5 | L5₹17.0 L+₹1.6 L (10.1%)Rejected-AOC | ₹17.0 L+₹1.6 L (10.1%) | L5 | Rejected-AOC L5 |
Tender Value
₹24.2 L
EMD Value
₹48,462
Closing Date
10 Jun 2026, 3:00 pmClosed
Executive Engineer
Oo. the Executive Engineer, PWD (RnB) Division, Dharmanagar, North Tripura
Protection of road embankment with shoulder restoration, Brick soling and allied works
2026_CEPWD_73323_1
08/EE/DD/PWD(RnB)/2026-27
Open Tender
Civil Works - Roads
Percentage
90 days
Kadamtala
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,000
₹48,462
14 Jul 2026
1 Jun 2026
10 Jun 2026
1 Jun 2026
10 Jun 2026
1 Jun 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 | Construction of unlined surface drains of average cross-sectional area 0.40 sqm in ordinary soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m) as per MoRD Technical Specification Clause 307.
Surface Drains in Ordinary Soil
Manual Means. | - | Mtr. | 114.6 | - |
| 2 | 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. | - | Cum. | 245.4 | - |
| 3 | Providing and placing gunny/ polythene (of minimum wall thickness of 500 micron) bags filled with sand (of minmum qty of 0.034 cum) and properly manually stitched to avoid any leakage of sand as per specification. | - | Nos. | 45.5 | - |
| 4 | Supplying bamboo (1st class) 85 mm to 100 mm dia andmaking shoe with end tappered upto 300 mm from thebottom of the bamboo as per drawing and specification. | - | Mtr. | 42 | - |
| 5 | Handling and driving bamboo (1st class) 85 mm to 100mm dia upto the length required by heavy hammer as per drawing and specification. | - | Mtr. | 70.1 | - |
| 6 | Providing and fitting, fixing bamboo (1st class) 85 mm to 100 mm dia for horizontal, diagonal bracing, strut etc. with nails / spikes and binding wire (GI 2.00 mm) as per drawing and specification. | - | Mtr. | 57.3 | - |
| 7 | Providing and fitting, fixing double layer split muli bamboo tatti lining in position as per drawing and specification. | - | Sqm. | 205.1 | - |
| 8 | Providing and placing polythene (of minimum wall thickness of 500 micron) bags filled with 1:8 cement morter (1 cement : 8 fine sand of minimum quantity 0f 0.034 cum) and properly manually stitches to aviod leakage of cement morter as per direction of the Engineer-In-Charge. | - | Nos. | 104.5 | - |
| 9 | Turfing with Sods
Furnishing and laying of the live sods of perennial turf forming grass on embankment slope , verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per MoRD Technical Specification Clause 309. | - | Sqm. | 36.2 | - |
| 10 | Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawing and MoRD technical specification Clause 1903. | - | Sqm. | 19.1 | - |
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