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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹24.2 LAdmitted-Fee/PreQual/Technical/Finance | -21.31% | ₹24.2 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹24.5 L+₹30,998.82 (1.28%)Admitted-Fee/PreQual/Technical/Finance MECHURIYA SALEMA KAMALPUR DHALAI TRIPURA | DHALAI | TRIPURA | 799278 | -20.30% | ₹24.5 L+₹30,998.82 (1.28%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹25.8 L+₹1.6 L (6.72%)Admitted-Fee/PreQual/Technical/Finance | -16.02% | ₹25.8 L+₹1.6 L (6.72%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹30.7 L
EMD Value
₹61,384
Closing Date
1 Sept 2026, 3:00 pmClosed
Executive Engineer,PWD(R and B),Kamalpur Division
O/o. EE, PWD(R and B), Kamalpur Division
SH Mtc. of metalling, carpeting etc and other allied works.
2026_CEPWD_76288_1
01/DNIT/SE-V/AMB/2026-27
Open Tender
Civil Works - Roads
Percentage
Kamalpur
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,000
₹61,384
Yes
1 Sept 2026
25 Aug 2026
1 Sept 2026
25 Aug 2026
1 Sept 2026
26 Aug 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 |
|---|---|---|---|---|---|
| 2 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.
I Sand filling | - | Cum | 1,277.58 | - |
| 5 | Brick masonry work in cement mortar in foundation completed excluding pointing & plastering as per drawing & MoRD technical specifications Clauses 600, 1202 & 1203.
II Brick masonry in 1:4 cement mortar | 1 | Cum | 9,759.68 | ₹9,749.92 |
| 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. | 0.2 | Sqm | 56.86 | ₹11.32 |
| 9 | 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. | - | Sqm | 42.1 | - |
| 11 | Maintenance of bituminous surface road
I. Repair to pot holes by removal of failed material, trimming the sides to vertical and levelling the bottom, cleaning the same with compressed air or any appropriate method, filled with 75 mm B.M, after applying bitumen emulsion prime coat at the bottom and bitumen emulsion tack coat on sides and on bottom as per MoRD technical specification Clauses 1900, 502, 503 and 504. | 1 | Cum | 19,537.2 | ₹19,517.66 |
| 15 | 慍湩整慮据景䔠牡桴湥猠潨汵敤匨牴灩楰杮漠硥散獳猠楯⥬匊牴灩楰杮攠捸獥潳汩映潲桴桳畯摬牥猠牵慦散琠捡楨癥桴灡牰癯摥氠癥汥愠摮挠浯慰瑣湩楷桴瀠慬整挠浯慰瑣牯愠⁴䵏⁃獡瀠牥搠慲楷杮愠摮䴠副⁄整档楮慣灳捥晩捩瑡潩汃畡敳ㄠ〹⸳:IJ̈匀慥潃瑡倊潲楶楤杮愠摮氠祡湩敳污挠慯⁴敳污湩桴潶摩湩愠戠瑩浵湩畯畳晲捡慬摩琠桴灳捥晩敩敬敶獬牧摡湡牣獯慦汬甠楳杮吠灹⁁牯吠灹⁂牯吠灹⁃牯吠灹⁄獡瀠牥䴠副⁄敔档楮慣灓捥晩捩瑡潩汃畡敳㔠〱ਮ⁁祂䴠湡慵敍湡ੳ慃敳ⴠ䤠⁖›祔数䐠⠠牰浥硩眠瑩楦敮猠湡⥤⠊⥉䈠瑩浵湥漠䝖㌭0ԀऀԀ가ࠂ〲洠桴捩灏湥䜭慲敤牐浥硩䌠牡数⁴獵湩楂 | - | Sqm | 19.1 | - |
| 16 | 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 | - | Mtr | 114.6 | - |
| 17 | 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 | 598.18 | - |
| 18 | Brick soling
iii) Brick edging laid in full brick width
Providing and laying brick edging 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. | - | Mtr | 260.05 | - |
| 19 | Providing and laying of apron with cement concrete blocks of size as per Table 1300.1 cast-in-situ and made with nominal mix of M-15 grade cement concrete (using jhama brick aggregate)as per drawing and MoRD technical specification Clause 1301 (rate includes preparation of bed, nominal surface re-inforcement and filling of granular material in recesses between blocks). | - | Cum | 9,905.57 | - |
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