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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹5.3 CrAdmitted-Fee/PreQual/Technical/Finance SOUTH INDRANAGAR ITI ROAD NEAR KATHKHAL BRIDGE AGARTALA WEST TRIPURA | AGARTALA | WEST TRIPURA | TRIPURA | -20.06% | ₹5.3 Cr | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹6.4 Cr+₹1.1 Cr (21.0%)Admitted-Fee/PreQual/Technical/Finance | -3.29% | ₹6.4 Cr+₹1.1 Cr (21.0%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹7.1 Cr+₹1.8 Cr (34.6%)Admitted-Fee/PreQual/Technical/Finance | +7.61% | ₹7.1 Cr+₹1.8 Cr (34.6%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹7.2 Cr+₹1.9 Cr (36.1%)Admitted-Fee/PreQual/Technical/Finance TRIPURA TR | SEPAHIJALA | TRIPURA | 799132 | +8.80% | ₹7.2 Cr+₹1.9 Cr (36.1%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹6.6 Cr
EMD Value
₹13.2 L
Closing Date
30 Jan 2026, 3:00 pmClosed
Executive Engineer, PWD(R and B) Jirania Division
O/o The EE, PWD (R and B), Jirania
Improvement of road from Khayerpur Patni road via Khas Noagaon Rajib Gandhi High School to Banikya Chowmuhani (T03) and Kalinagar to Khas Noagaon (L109) via Kanta Kobra under Mandwi RD Block. (Under RIDF XXXI of NABARD).
2026_CEPWD_69201_1
54/CE/PWD(R and B)/ACE (P and DU)/2025-26
Open Tender
Civil Works - Roads
Percentage
300 days
Jirania
As per DNIeT
3 documents required · 3 mandatory
₹10,000
₹13.2 L
Yes
O/o The EE, PWD (R and B), Jirania
30 Jan 2026
15 Jan 2026
30 Jan 2026
15 Jan 2026
30 Jan 2026
15 Jan 2026
19 Jan 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 |
|---|---|---|---|---|---|
| 1SH: Site Clearance | |||||
| 1.01 | Clearing Grass and Removal of Rubbish
Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per MoRD Technical Specification Clause 201.
By Manual Means | - | Hectare | 22,910.9 | - |
| 1.02 | Dismantling of Structures
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per MoRD Technical Specification Clause 202.
I.By Manual Means
B) Cement Concrete | - | Cum | 653.4 | - |
| 1.03 | Dismantling of Structures
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per MoRD Technical Specification Clause 202.
I.By Manual Means
C) Reinforced Cement Concrete | - | Cum | 1,824 | - |
| 1.04 | Dismantling Brick/Tile Work as per MoRD Technical Specification No. 202.
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry including disposal of unserviceable material and stacking the serviceable material with all lift and upto a lead of 1000 m as per MoRD Technical Specification Clause 202.
B) Cement mortar | - | Cum | 424.3 | - |
| 2SH: Earthwork | |||||
| 2.01 | 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 | - |
| 2.02 | Compacting Original Ground
(ii) Compacting original ground supporting subgrade
Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per MoRD Technical Specification Clause 303.5.2. | - | Cum | 30.4 | - |
| 2.03 | (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 | - |
| 2.04 | 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.
A.For spreading beyond 100 m | 0.2 | Cum | 81.1 | ₹16.14 |
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