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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹63.5 LAccepted-AOC DOLAIGAON MAJPARA P O P S BONGAIGAON BONGAIGAON ASSAM | BONGAIGAON | ASSAM | 783380 | ₹63.5 L | L1 | Accepted-AOC Awarded |
| 2 | L2₹64.0 LRejected-AOC ABHAYAPURI W NO 2 HOUSE NO 42 ABHAYAPURI P O PS ABHAYAPURI BONGAIGAON 783384 | BONGAIGAON | ASSAM | 783384 | ₹64.0 L | L2 | Rejected-AOC Not awarded |
| Sl No | Description | Qty | Unit | Sri Bhupen Nath L1 | RABIN CHANDRA SARKAR L2 |
|---|---|---|---|---|---|
| 1.00 | Dhontola Nankargaon Road: Earthwork in excavation for structures as per drawing and technical specifications Clause305.1including setting out,construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a leadof 50m, dressing of side sand bottom and back filling in trenches with excavated suitable material. I Ordinary soil. | 462.38 | Cum | 134.47 ₹62,175.70 | 140 ₹64,732.64 |
| 2.00 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,1202 & 1203 B) With crushed Stone I) P.C.C grade M 10 Nominal mix 1:3:6 | 30.82 | Cum | 6,357.1 ₹2.0 L | 6,400 ₹2.0 L |
| 3.00 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,1202 & 1203 A) With crushed Stone II) P.C.C grade M 15 Nominal mix (1:2.5:5) | 46.24 | Cum | 6,207.16 ₹2.9 L | 6,200 ₹2.9 L |
| 4.00 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,1202 & 1203 A) With crushed Stone III) P.C.C Grade M20 Nominal mix (1:2:4) | 77.06 | Cum | 7,018.14 ₹5.4 L | 7,100 ₹5.5 L |
| 5.00 | Supplying, fitting and placingTMT (Fe-500D) reinforcement bar (From Primary Producer: TATA/ SAIL/ Esser Steel/ Jindal steel/ Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 15.17 | MT | 66,924.41 ₹10.2 L | 70,000 ₹10.6 L |
| 6.00 | Back filling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8. ii)
Sandy material | 135.34 | Cum | 1,919.47 ₹2.6 L | 2,000 ₹2.7 L |
| 7.00 | Extra for cover Area: Supplying, fitting and placingTMT (Fe-500D) reinforcement bar (From Primary Producer: TATA/ SAIL/ Esser Steel/ Jindal steel/ Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 2.77 | MT | 66,924.41 ₹1.9 L | 70,000 ₹1.9 L |
| 8.00 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,1202 & 1203 A) With crushed Stone III) P.C.C Grade M20 Nominal mix (1:2:4) | 21.25 | Cum | 7,018.14 ₹1.5 L | 7,100 ₹1.5 L |
| 9.00 | Slab Culvert (Span=2 m, Height=1.5m): Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. II By Mechanical Means(b) Reinforced Cement Concrete | 49.56 | Cum | 746.13 ₹36,978.20 | 750 ₹37,170 |
| 10.00 | Earthwork in excavation for structures as per drawing and technical specifications Clause305.1including setting out,construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a leadof 50m, dressing of side sand bottom and back filling in trenches with excavated suitable material. I Ordinary soil. | 151.49 | Cum | 134.47 ₹20,370.86 | 135 ₹20,451.15 |
Tender Value
₹63.5 L
EMD Value
₹1.3 L
Closing Date
8 Jan 2026, 2:00 pmClosed
Chief Engineer,PWRD
O/o the Chief Engineer PWRD,Assam,Guwahati-03
Recovery and Reconstruction of Dhontola Nankargaon Road (2) Pachim Bhadragaon to Pub Bhadragaon Road (3) Paltanbazar to Hollaguri Road (4) Fulkumari to Bhitora Chengmari Road under NDRF (PDNA-2022) for the year 2025-26
2025_PWD_49668_17
CE/Commn/192/2025-26/9
Open Tender
Civil Works – Roads
30 days
BONGAIGAON
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,270
₹1.3 L
Yes
O/o the Chief Engineer PWRD,Assam,Guwahati-03
10 Mar 2026
26 Dec 2025
8 Jan 2026
26 Dec 2025
8 Jan 2026
26 Dec 2025
26 Dec 2025 - 8 Jan 2026
2 Jan 2026
Dhontola Nankargaon Road: Earthwork in excavation for structures as per drawing and technical specifications Clause305.1including setting out,construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a leadof 50m, dressing of side sand bottom and back filling in trenches with excavated suitable material. I Ordinary soil.
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,1202 & 1203 B) With crushed Stone I) P.C.C grade M 10 Nominal mix 1:3:6
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,1202 & 1203 A) With crushed Stone II) P.C.C grade M 15 Nominal mix (1:2.5:5)
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,1202 & 1203 A) With crushed Stone III) P.C.C Grade M20 Nominal mix (1:2:4)
Supplying, fitting and placingTMT (Fe-500D) reinforcement bar (From Primary Producer: TATA/ SAIL/ Esser Steel/ Jindal steel/ Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
Back filling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8. ii) Sandy material
Extra for cover Area: Supplying, fitting and placingTMT (Fe-500D) reinforcement bar (From Primary Producer: TATA/ SAIL/ Esser Steel/ Jindal steel/ Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,1202 & 1203 A) With crushed Stone III) P.C.C Grade M20 Nominal mix (1:2:4)
Slab Culvert (Span=2 m, Height=1.5m): Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. II By Mechanical Means(b) Reinforced Cement Concrete
Earthwork in excavation for structures as per drawing and technical specifications Clause305.1including setting out,construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a leadof 50m, dressing of side sand bottom and back filling in trenches with excavated suitable material. I Ordinary soil.
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,1202 & 1203 B) With crushed Stone I) P.C.C grade M 10 Nominal mix 1:3:6
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,1202 & 1203 A) With crushed Stone II) P.C.C grade M 15 Nominal mix (1:2.5:5)
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. A) With Crushed Stone II P.C.C. grade M 20 i) Nominal mix (1:2:4)
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. B) With Natural gravel II. RCC M-25 Grade a) Height up to 5.0m
Back filling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8. ii) Sandy material
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Providing and laying of boulder apron laid in wirecrates with 4mmdia GI wire conforming to IS:280 and IS:4826 in100mm x100mm mesh (woven diagonally) including 10percen textra for laps and joints laid with stone boulders weighing not less than 25kg each as per drawing and technical specifications Clause 1301
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as perTable1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302. I) Stone/Boulder
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
Pachim Bhadragaon to Pub Bhadra Road: Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. (i) Private Land
Providing and laying of boulder apron laid in wirecrates with 4mmdia GI wire conforming to IS:280 and IS:4826 in100mm x100mm mesh (woven diagonally) including 10percen textra for laps and joints laid with stone boulders weighing not less than 25kg each as per drawing and technical specifications Clause 1301
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302. I) Stone/Boulder
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
Paltanbazar to Hollaguri Road : Earthwork in excavation for structures as per drawing and technical specifications Clause305.1including setting out,construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a leadof 50m, dressing of side sand bottom and back filling in trenches with excavated suitable material. I Ordinary soil.
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,1202 & 1203 B) With crushed Stone I) P.C.C grade M 10 Nominal mix 1:3:6
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,1202 & 1203 A) With crushed Stone II) P.C.C grade M 15 Nominal mix (1:2.5:5)
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,1202 & 1203 A) With crushed Stone III) P.C.C Grade M20 Nominal mix (1:2:4)
Supplying, fitting and placingTMT (Fe-500D) reinforcement bar (From Primary Producer: TATA/ SAIL/ Esser Steel/ Jindal steel/ Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
Back filling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8. ii) Sandy material
Extra for cover Area: Supplying, fitting and placingTMT (Fe-500D) reinforcement bar (From Primary Producer: TATA/ SAIL/ Esser Steel/ Jindal steel/ Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,1202 & 1203 A) With crushed Stone III) P.C.C Grade M20 Nominal mix (1:2:4)
Fulkumari to Bhitora Chengmari Road : Earthwork in excavation for structures as per drawing and technical specifications Clause305.1including setting out,construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a leadof 50m, dressing of side sand bottom and back filling in trenches with excavated suitable material. I Ordinary soil.
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,1202 & 1203 B) With crushed Stone I) P.C.C grade M 10 Nominal mix 1:3:6
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,1202 & 1203 A) With crushed Stone III) P.C.C Grade M20 Nominal mix (1:2:4)
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as perTable1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
Providing and laying of boulder apron laid in wirecrates with 4mmdia GI wire conforming to IS:280 and IS:4826 in100mm x100mm mesh (woven diagonally) including 10percen textra for laps and joints laid with stone boulders weighing not less than 25kg each as per drawing and technical specifications Clause 1301
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302. I) Stone/Boulder
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
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