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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹20.6 LAccepted-Finance CHEBRI KHOWAI | KHOWAI | KHOWAI | TRIPURA | ₹20.6 L | 1 | Accepted-Finance Formal Bidder |
| 2 | 2₹21.5 LAccepted-Finance MAIGANGA TELIAMURA | TELIAMURA | KHOWAI | TRIPURA | ₹21.5 L | 2 | Accepted-Finance Formal Bidder |
| 3 | 3₹21.6 LAccepted-Finance | ₹21.6 L | 3 | Accepted-Finance Formal Bidder |
| 4 | 4₹22.4 LAccepted-Finance | ₹22.4 L | 4 | Accepted-Finance Formal Bidder |
Tender Value
₹24.3 L
EMD Value
₹48,529
Closing Date
28 Apr 2026, 3:00 pmClosed
The Executive Engineer, Teliamura Division
O/O the Executive Engineer, Teliamura Division
FDR/ Mtc. of various roads under the jurisdiction of the Mungiakami Sub-Division PWD(RandB) during the year 2026-27. (2nd Call)
2026_CEPWD_72053_1
04/EE/TLM/PWD(RandB)/2026-27
Open Tender
Civil Works - Roads
365 days
Mungiakami
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,000
₹48,529
16 Jun 2026
20 Apr 2026
28 Apr 2026
20 Apr 2026
28 Apr 2026
20 Apr 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 | Item Code |
|---|---|---|---|---|---|---|
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. | 0.2 | cum | - | - | BI01010001010000000000000515BI0100001113 | |
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. | - | sqm | - | - | BI01010001010000000000000515BI0100001114 | |
Clearing and Grubbing Road Land
Clearing and grubbing road land including uprooting wild vegetation , grass, bushes, shrubs,saplings and trees of girth upto 300 mm , removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRD Technical Specification clause 201.
(I) By Manual Means
(A) In area of non-thorny jungle | 1 | Hectare | - | - | BI01010001010000000000000515BI0100001115 | |
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 Means | - | metre | - | - | BI01010001010000000000000515BI0100001116 | |
Road side Pucca Drains
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 | - | metre | - | - | BI01010001010000000000000515BI0100001117 | |
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 | 1 | cum | - | - | BI01010001010000000000000515BI0100001118 | |
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 | - | metre | - | - | BI01010001010000000000000515BI0100001119 | |
Construction of toe walls for protection of slopes as per Drawing and MoRD technical specifications Clause 1302.5 (including centering, shuttering staging etc. but excluding reinforcement)
I. Cement concrete grade M 10 (using jhama brick aggregate) in case of concrete block pitching
(i) Nominal mix 1:3:6 | - | cum | - | - | BI01010001010000000000000515BI0100001120 | |
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 | - | - | BI01010001010000000000000515BI0100001121 | |
Brick soling
ii) Flat Brick soling
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. | - | sqm | - | - | BI01010001010000000000000515BI0100001122 |
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