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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.4 LAccepted-AOC | ₹18.4 L | L1 | Accepted-AOC Work Order Issued |
| 2 | L2₹20.4 LRejected-AOC | ₹20.4 L | L2 | Rejected-AOC L2 |
| 3 | L3₹20.4 LRejected-AOC | ₹20.4 L | L3 | Rejected-AOC L3 |
| 4 | L4₹20.9 LRejected-AOC VILL DATIALBURI TOWN MORIGAON P O PS LAHARIGHAT DIST MORIGAON PIN 782126 | MARIGAON | ASSAM | 782126 | ₹20.9 L | L4 | Rejected-AOC L4 |
| 5 | L5₹21.1 LRejected-AOC C O ALIMUDDIN SIKDER PACHIM KATHURI RAJMITA P O LAKHIPUR P S LAKHIPUR DIST GOALPARA 783129 | GOALPARA | ASSAM | 783129 | ₹21.1 L | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | MD ROFIQUL ISLAM L4 | Merajul Haque L7 | Jolhas Alom Sikdar L5 | NIRMALI RABHA L3 | NEKIBUZZAMAN AHMED L6 | Bahadur Islam L1 | Soidur Rahman Sheikh L2 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Construcion of Embankment with Material Obtained from Borrow Pits.: Construction embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope qand compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. (ii) From Private land. | 2,222.37 | Cum | 301.86 ₹6.7 L | 271 ₹6.0 L | 225 ₹5.0 L | 217.54 ₹4.8 L | 271 ₹6.0 L | 240 ₹5.3 L | 217.4 ₹4.8 L |
| 2.00 | Construction of Subgrade and earthen Shoulders: Construction of subgrade and earthen shoulders approved material obtained from borrow pits with all litf and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.2 with a lead upto 1000 m as per Technical Specification Clause 303.1 (ii) From Private land. | 32.4 | Cum | 360 ₹11,664 | 371 ₹12,020.40 | 290 ₹9,396 | 286.33 ₹9,277.09 | 371 ₹12,020.40 | 300 ₹9,720 | 285.99 ₹9,266.08 |
| 3.00 | Boulder apron laid in wire crates: Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally including 10% extra for laps and joints laid with stone boulders weighting not less than 40Kg each.) | 135 | Cum | 5,500 ₹7.4 L | 4,820 ₹6.5 L | 4,000 ₹5.4 L | 3,852.73 ₹5.2 L | 4,820 ₹6.5 L | 3,900 ₹5.3 L | 3,850.32 ₹5.2 L |
| 4.00 | Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications 1302
(A) Stone/Boulder | 180 | Cum | 2,300 ₹4.1 L | 4,680 ₹8.4 L | 3,883 ₹7.0 L | 3,741.82 ₹6.7 L | 4,680 ₹8.4 L | 2,800 ₹5.0 L | 3,739.48 ₹6.7 L |
| 5.00 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Clause 1302. | 90 | Cum | 2,700 ₹2.4 L | 4,830 ₹4.3 L | 4,000 ₹3.6 L | 3,858.91 ₹3.5 L | 4,830 ₹4.3 L | 2,850 ₹2.6 L | 3,856.5 ₹3.5 L |
| 6.00 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5m thick supported on a mild mild steel angle iron post 75mm x 75mm x6mm firmly fixed to tthe ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and Technical specification Clause 801. (iv) 80 cm x 600 cm rectangular | 1 | Each | 9,013.09 ₹9,013.09 | 7,944.06 ₹7,944.06 | 6,622.52 ₹6,622.52 | 6,371.22 ₹6,371.22 | 7,544.06 ₹7,544.06 | 5,410.96 ₹5,410.96 | 6,352.84 ₹6,352.84 |
Updated dates
Tender Value
₹25.5 L
EMD Value
₹51,001
Closing Date
19 Feb 2026, 2:00 pmClosed
EE, PWD(Roads), GE_J Territorial Road Divi
O/O The EE, PWD(Roads), GE_J Territorial Road Division, Goalpara
GLP/EE(GE_J)/NDRF(PDNA 2022)/2025 26/18 Recovery and Reconstruction of flood damage on Lakhipur Tulsibari Road (Approach Protection of RCC Br. No. 2/1) under NDRF (PDNA-2022) for the year 2025-26 of Goalpara District (12-Jaleswar LAC)
2026_PWD_50704_18
GLP/EE(GE_J)/PDNA/2025-26/1969 Dated 30/01/2026
Open Tender
Civil Works – Roads
30 days
Goalpara
Please refer Tender documents.
5 documents required · 5 mandatory
₹510
₹51,001
Yes
O/O The EE, PWD(Roads), GE_J Territorial Road Divi
18 Mar 2026
3 Feb 2026
19 Feb 2026
3 Feb 2026
19 Feb 2026
3 Feb 2026
3 Feb 2026 - 16 Feb 2026
5 Feb 2026
Construcion of Embankment with Material Obtained from Borrow Pits.: Construction embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope qand compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. (ii) From Private land.
Construction of Subgrade and earthen Shoulders: Construction of subgrade and earthen shoulders approved material obtained from borrow pits with all litf and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.2 with a lead upto 1000 m as per Technical Specification Clause 303.1 (ii) From Private land.
Boulder apron laid in wire crates: Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally including 10% extra for laps and joints laid with stone boulders weighting not less than 40Kg each.)
Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications 1302 (A) Stone/Boulder
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Clause 1302.
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5m thick supported on a mild mild steel angle iron post 75mm x 75mm x6mm firmly fixed to tthe ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and Technical specification Clause 801. (iv) 80 cm x 600 cm rectangular
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