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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.0 CrAccepted-AOC VILL KAMALNAGAR MOHARCHERRA TELIAMURA KHOWAI PIN 799205 | KHOWAI | TRIPURA | 799205 | ₹1.0 Cr | 1 | Accepted-AOC Lowest bidder |
| 2 | 2₹1.0 CrRejected-AOC | ₹1.0 Cr | 2 | Rejected-AOC 2nd lowest bidder |
Tender Value
₹97.4 L
EMD Value
₹1.9 L
Closing Date
4 May 2026, 3:00 pmClosed
The Executive Engineer, Teliamura Division
O/O the Executive Engineer, Teliamura Division
PR of road from i) TK road to Bishnu master Para (L-1.00 km) ii) Baramaidan Road to Bashi Kobra Bazar(L-1.30 km) / S.H- Metalling, carpetting, drain and Protection work etc. under kalyanpur RD Block/ SH- Patch Metalling, GSB, Paver Block, Carpetting
2026_CEPWD_72166_1
155/SE-II/PWD(RandB)/2026-27
Open Tender
Civil Works - Roads
240 days
Kalyanpur
Please refer Tender documents.
10 documents required · 10 mandatory
₹4,000
₹1.9 L
30 Jun 2026
24 Apr 2026
4 May 2026
24 Apr 2026
4 May 2026
24 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 |
|---|---|---|---|---|---|
Granular Sub-base with Well Graded Material (Table 400.1) using Jhama Brick Aggregate
(A) By Mix in Place Method
Construction of granular sub-base by providing well graded material (Jhama Brick Aggregate, Grading-I, as per Table 400.1, spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Technical Specification Clause 401.
(i) For Grading - I Material (jhama brick aggreate) | - | cum | - | - | |
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 | - | cum | - | - | |
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 | - | - | |
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. | 1 | sqm | - | - | |
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. | 1 | sqm | - | - | |
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. | 1 | sqm | - | - | |
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 | - | - | |
Excavation for Structures
A. Without dewatering.
Earthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.
I Ordinary Soil
(i) Upto 3 m depth | - | cum | - | - | |
Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.
I Sand filling | 1 | cum | - | - | |
Providing concrete for plain concrete (using jhama brick aggregate) in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement)
I P.C.C grade M 10 (using jhama brick aggregate)
(i) Nominal mix 1:3:6 | 1 | cum | - | - |
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