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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.9 LAccepted-AOC TRIPURA TR | ₹14.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹15.3 L+₹37,378.47 (2.51%)Rejected-Finance | ₹15.3 L+₹37,378.47 (2.51%) | L2 | Rejected-Finance L2 |
| 3 | L3₹15.4 L+₹52,270.29 (3.51%)Rejected-Finance ASSAMPARA RANIRBAZAR WEST TRIPURA PIN 799035 | WEST TRIPURA | TRIPURA | 799035 | ₹15.4 L+₹52,270.29 (3.51%) | L3 | Rejected-Finance L3 |
Tender Value
₹14.9 L
EMD Value
₹29,784
Closing Date
18 May 2026, 3:00 pmClosed
Executive Engineer Sonamura Division
O/o the Executive Engineer Sonamura Division PWD(RandB) Sonamura Sepahijala Tripura
SH Stripping of excess soil Removal of unsuitable soil Patch soling protection work surface drains mix class bats etc and allied works
2026_CEPWD_72739_1
06/EE/SNM /PWD (RandB) /2026-27
Open Tender
Civil Works - Roads
Percentage
180 days
Sonamura
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,000
₹29,784
3 Sept 2026
11 May 2026
18 May 2026
11 May 2026
18 May 2026
11 May 2026
11 May 2026 - 17 May 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 | Stripping excess soil from the shoulder surface to aciheve the approved level and compacting with plate compactor at OMC as per drawing & MoRD technical specification clause 1903 | 1,530 | Sqm | 19.1 | ₹29,223 |
| 2 | Construction of unlined surface drains of average cross-sectional area 0.4 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. i) Surface Drains in Ordinary Soil A. Manual Means | 2,725 | Mtr | 114.6 | ₹3,12,285 |
| 3 | Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment / subgrade, replacement by suitable soil, which shall be paid separately as per MoRD Technical Specification Clause 303.5.2 and as per MoRD Technical Specification Clause 302.3.11. | 3,915 | Cum | 44.1 | ₹1,72,651.5 |
| 4 | Collection & supplying of 2nd class brick bats in/c carrying loading, unloading and stacking properly and laying the same in road depressions and stretches in/c spreading of blinding materials and to make it good to proper grade and camber in/c consolidation with wooden or steel rammer as per direction and satisfaction of the engineer -in- charge. | 0.4 | cum | 1,290 | ₹516 |
| 5 | Providing and laying flat brick 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. | 468.75 | Sqm | 596.24 | ₹2,79,487.5 |
| 6 | 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. | 550 | Mtr | 88.28 | ₹48,554 |
| 7 | Single bamboo palasiding/walling of whole 2nd class bamboo (Jati or Bethua) 65 to 75 mm dia and closely packed and driven @150 mm c/c including fitting fixing 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 atleast 900 mm below ground and 1200 mm above ground on average | 200 | mtr | 1,149.4 | ₹2,29,880 |
| 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 | 229.5 | Cum | 245.4 | ₹56,319.3 |
| 9 | Providing and placing gunny / polythene (of minimum wall thickness of 500 micron) bags filled with sand (of minimum qty of 0.034 cum) and properly manually stitched to avoid any leakage of sand as per specificartion. | 4,200 | No. | 45.5 | ₹1,91,100 |
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