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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.9 LAccepted-AOC KALMA BAZAR MUHURIPUR R F GP JOLAIBARI SOUTH TRIPURA | JOLAIBARI | SOUTH TRIPURA | TRIPURA | 799142 | ₹17.9 L | L1 | Accepted-AOC Percentage rate have been accepted from competent authority |
| 2 | L2₹21.0 L+₹3.1 L (17.4%)Rejected-AOC | ₹21.0 L+₹3.1 L (17.4%) | L2 | Rejected-AOC Comparatively high percentage rate |
Tender Value
₹24.2 L
EMD Value
₹48,330
Closing Date
11 Mar 2026, 3:00 pmClosed
Executive Engineer,PWD(R and B),Santirbazar Div.
O/o the Executive Engineer,PWD (R and B),Santirbazar Division, South Tripura
SH- Metalling, Grouting, Re-carpeting, Tack Coat, Seal coat, Surface drain, Palasiding, Gunny bag placing etc. during the year 2025-26.
2026_CEPWD_71186_1
100/EE/PWD R and B/STB/2025-2026
Open Tender
Civil Works - Roads
Percentage
180 days
Santirbazar
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,000
₹48,330
23 Jul 2026
3 Mar 2026
11 Mar 2026
5 Mar 2026
11 Mar 2026
5 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 | Single bamboo palasiding/walling of whole 2nd class bamboo (Jati or Bethua) 65 to 75 mm dia and closely packed & 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 at least 900 mm below ground and 1200 mm above ground on average | - | Mtr | 1,149.4 | - |
| 2 | 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 | - | No | 45.5 | - |
| 3 | Water Bound Macadam Sub-Base / Base using Jhama Brick Aggragate
2) WBM Grading - 3
Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading- 3 as per MoRD Technical Specification Clause 405.
(A) By Manual Means | 1 | Cum | 7,836.24 | ₹7,828.4 |
| 4 | Maintenance of bituminous surface road
I) Repair to pot holes by removal of failed material, trimming the sides to vertical and levelling the bottom, cleaning the same with compressed air or any appropriate method, filled with 75 mm B.M, after applying bitumen emulsion prime coat at the bottom and bitumen emulsion tack coat on sides and on bottom as per MoRD technical specification Clauses 1900, 502, 503 and 504. | - | Cum | 19,286.29 | - |
| 5 | Tack coat using hot straight run bitumen of grade VG-30 on W.B.M. Providing and applying tack coat using hot straight run bitumen of grade VG-30, including heating the bitumen, spraying the bitumen, cleaning and preparing the existing road surface as per specifications: On W.B.M. @ 0.75 kg/ sqm. | - | Sqm | 55.81 | - |
| 6 | Tack coat using hot straight run bitumen of grade VG-30 on bituminous surface
Providing and applying tack coat using hot straight run bitumen of grade VG-30, including heating the bitumen, spraying the bitumen, cleaning and preparing the existing road surface as per specifications: On bituminous surface @ 0.50 Kg/ Sqm. | - | Sqm | 41.41 | - |
| 7 | 20 mm thick Open-Graded Premix Carpet using Bituminous
(Viscosity grade/ modified bitumen) Binder
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using Viscosity grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base , including mixing in a suitable plant, laying and rolling with a three wheel 80 - 100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C or Type D as per MoRD
Technical Specification Clause 508. Case - I : By Manual Means (I) Bitumen of VG-30 | - | Sqm | 363.81 | - |
| 8 | Seal Coat
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 510. A By Manual Means Case - IV : Type D (premix with fine sand) (I) Bitumen of VG-30 | - | Sqm | 79.08 | - |
| 9 | 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 Specification Clause 307. i) Surface Drains in Ordinary Soil. A) Manual Mean | - | Mtr | 114.6 | - |
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