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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.4 CrAccepted-AOC ANADANAGAR AGARTALA WEST TRIPURA | AGARTALA | WEST TRIPURA | TRIPURA | L1 | Accepted-AOC Work order issued as technically and financially responsive | |
| 2 | L2₹5.5 Cr+₹16.9 L (3.15%)Rejected-Finance KAMALPUR DHALAI DISTRICT TRIPURA | L2 | Rejected-Finance HIGHER |
Tender Value
₹5.3 Cr
EMD Value
₹10.5 L
Closing Date
26 May 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
The Executive Engineer PWD R and B Kumarghat Divis
The Executive Engineer PWD R and B Kumarghat Divis
Improvement of road from NH 08 to Darchawi Shermontilla road near Pajendra Para via Sidongbanapally High School under Valley ADC under Pabiacherra Assembly Constituency L 3575 Km of Kumarghat PWDR and B Division under the Scheme for Special Assistanc
2025_CEPWD_60664_1
43/CE/PWD(R B)/ACE(P DU)/2024-25
Open Tender
Civil Works - Roads
Percentage
365 days
kumarghat
as per dnit
7 documents required · 7 mandatory
₹8,000
₹10.5 L
The Executive Engineer PWD R and B Kumarghat Divis
16 Sept 2025
25 Apr 2025
26 May 2025
25 Apr 2025
26 May 2025
25 Apr 2025
25 Apr 2025 - 15 May 2025
15 May 2025
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 |
|---|---|---|---|---|---|
| 1.1 | EARTHWORK | - | - | - | - |
| 1.101 | (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. | 8,835.87 | cum | 44.1 | ₹3,89,661.87 |
| 1.102 | Construction of Embankment with Material Obtained from Roadway Cutting
Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per MoRD Technical Specification Clause 301.5.
B) For spreading within 100 m | 3,172.88 | cum | 59.6 | ₹1,89,103.65 |
| 1.2 | PROTECTION WORK (TOE WALL) | - | - | - | - |
| 1.201 | 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)
II. Cement concrete grade M 10 in case of concrete block pitching
ii) Nominal mix 1:3:6 (Hand mixing) | 793.77 | cum | 10,636.8 | ₹84,43,172.74 |
| 1.3 | DRAINAGE WORK | - | - | - | - |
| 1.301 | Surface Drains
Construction of unlined surface drains of average cross-sectional 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 | 400.44 | m | 114.6 | ₹45,890.42 |
| 1.302 | Surface Drains
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)
C. Trapezoidal drain (top clear width 600 mm, bottom clear width 300 mm and clear depth of 600 mm)
I. In Ordinary Soil | 860 | m | 4,297.69 | ₹36,96,013.4 |
| 1.4 | GRANULAR SUB_BASES, (Non-Bituminous) AND SHOULDERS. | - | - | - | - |
| 1.401 | 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. | 2,032.8 | Sqm | 593.21 | ₹12,05,877.29 |
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