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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.4 LAccepted-AOC | ₹14.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹15.5 L+₹1.1 L (7.54%)Rejected-AOC VILL PANISAGAR NORTH TRIPURA | PANISAGAR | NORTH TRIPURA | TRIPURA | ₹15.5 L+₹1.1 L (7.54%) | L2 | Rejected-AOC L2 |
| 3 | L3₹15.6 L+₹1.2 L (8.05%)Rejected-AOC | ₹15.6 L+₹1.2 L (8.05%) | L3 | Rejected-AOC L3 |
| 4 | L4₹15.7 L+₹1.2 L (8.64%)Rejected-AOC C O LT BHUBESH CH DAS VILL NORTH PADMABIL P S PANISAGAR NORTH TRIPURA | ₹15.7 L+₹1.2 L (8.64%) | L4 | Rejected-AOC L4 |
| 5 | L5₹16.0 L+₹1.5 L (10.5%)Rejected-AOC | ₹16.0 L+₹1.5 L (10.5%) | L5 | Rejected-AOC L5 |
Tender Value
₹24.3 L
EMD Value
₹48,539
Closing Date
10 Jun 2026, 3:00 pmClosed
Executive Engineer
Oo. the Executive Engineer, PWD (RnB) Division, Dharmanagar, North Tripura
Patch soling, placing gunny bags, surface drain and Side berm lowering, Bats and Rubbish, Land slide clearence and Protection work etc
2026_CEPWD_73342_1
05/EE/DD/PWD(RnB)2026-27
Open Tender
Civil Works - Roads
Percentage
180 days
Panisagar
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,000
₹48,539
30 Jul 2026
2 Jun 2026
10 Jun 2026
2 Jun 2026
10 Jun 2026
2 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 | Brick on edge soling
Providing and laying brick on edge soling layer on prepared subgrade according to lines, grades and crosssection shown on the drawing, filling joints with sand, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412. | 108 | Sqm | 991.7 | ₹1,07,103.6 |
| - | Providing and laying flat brick soling layer on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412. | 913.5 | Sqm | 579.1 | ₹5,29,007.85 |
| - | Brick edging laid length wise
Providing and laying brick edging laid lengthwise on prepared subgrade according to lines, grades and cross section shown on the drawing, filling joints with Earth, free
from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412 | 160 | M | 86.1 | ₹13,776 |
| - | Supplying of mixed class brick bats at depression & pot holes of the road i/c loading unloading stacking as a measurable shape and spreading the same uniformly in different roads as per direction of the Engineer - in - Charge. | 460 | Cum | 1,874.43 | ₹8,62,237.8 |
| - | Supplying of rubbish at depression & pot holes of the road i/c loading unloading stacking as a measurable shape and spreading the same uniformly in different roads as per direction of the Engineer - in - Charge. | 350 | Cum | 489.61 | ₹1,71,363.5 |
| - | 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. | 2,052 | Each | 45.5 | ₹93,366 |
| - | Surface Drains
Construction of unlined surface drains of average crosssectional 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 SpecificationClause 307.
(i) Surface Drains in Ordinary Soil (A) Manual Means | 850 | M | 114.6 | ₹97,410 |
| - | Land Slide Clearance in soil
Clearance of land slides in soil and ordinary rock by a bulldozer D 80 A-12, 180 HP and disposal of the same on the valley side as per MoRT&H technical specification Clause
3000 | 4,500 | Cum | 68.2 | ₹3,06,900 |
| - | Single bamboo palasiding/walling of whole 2nd class
bamboo (Jati or Bethua) 65 to 75 mm dia and closelypacked & driven @ 150 mm c/c including fittingfixing with half bamboo kamis horizontally in three rows with cane or tying with wire complete and struts 1.5 m apart longitudinally and providing bitumen drum sheet walling fixed with nails as per drawing and MoRD technical specification Clause 1302.5
A)Driven at least 900 mm below ground and 1200
mm above ground on average | 164 | M | 1,149.4 | ₹1,88,501.6 |
| - | Maintenance of Earthen shoulder (Stripping of excess soil)
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. | 3,000 | Sqm | 19.1 | ₹57,300 |
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