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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.2 LAccepted-AOC KANCHANNAGAR SANTIRBAZAR SOUTH TRIPURA PIN 799144 | SOUTH TRIPURA | TRIPURA | 799144 | ₹24.2 L Quoted ₹25.1 L | L1 | Accepted-AOC Willingly agreed to reduce rate have been accepted from competent authority |
| 2 | L2₹26.5 L+₹1.5 L (5.80%)Rejected-AOC | ₹26.5 L+₹1.5 L (5.80%) | L2 | Rejected-AOC Comparatively high percentage rate |
Tender Value
₹24.2 L
EMD Value
₹48,492
Closing Date
6 Jul 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- widening, Soling, WBM-II, WBM-III, Carpeting etc.
2026_CEPWD_74213_1
10/EE/PWD R and B/STB/2026-2027
Open Tender
Civil Works - Roads
Percentage
90 days
Santirbazar
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,000
₹48,492
14 Aug 2026
30 Jun 2026
6 Jul 2026
30 Jun 2026
6 Jul 2026
30 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 | iii) Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections and transporting to the embankment location with all lifts and lead upto 1000 m as per MoRD Technical Specification Clause 302.3. | - | Cum | 44.1 | - |
| 2 | Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment,scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per MoRD Technical Specification Clause 301.4.1. | - | Cum | 23 | - |
| 3 | 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 | 595.37 | - |
| 4 | Brick soling (iv) 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. | - | M | 88.33 | - |
| 5 | WBM Grading - 2 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 therequired density Grading- 2 as per MoRD Technical Specification Clause 405. (A) By Manual Means | - | Cum | 7,810.1 | - |
| 6 | (2) WBM Grading 3 Providing, laying, spreading and compacting 53 mm to 0.075 mm jhama brick aggregates 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 | - | Cum | 7,848.3 | - |
| 7 | Prime Coat (i) Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.00 kg/sqm using mechanical means as per MoRD Technical Specification Clause 502. | - | sqm | 74.2 | - |
| 8 | 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 | 55.9 | - |
| 9 | 25 mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/ modified bitumen) Binder. Providing, laying and rolling of open-graded premix carpet of 25 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 | 460.91 | - |
| 10 | 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 (60/70 Grade) VG-30 | - | sqm | 79.16 | - |
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