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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Finance | ₹1.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.4 CrAdmitted-Finance SONTILLA PO HAFLONG PS HAFLONG DISTRICT DIMA HASAO PIN 788819 | HAFLONG | DIMA HASAO | ASSAM | 788819 | ₹1.4 Cr | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Jimburaj Jidung L1 | Sri Peheisang Raimme L2 |
|---|---|---|---|---|---|
| 1.00 | Contruction of RCC Drain (0.40m x 0.40m) : Excavation for structures (Earthwork in excavation for foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavated earth to the extend required and utilising theremaining earth locally for road work.) (ii). Ordinary rock (not required blasting) A. Manual means (Depth up to 3.00m)(With dewatering | 146.51 | Cum | 216.94 ₹31,783.88 | 216 ₹31,646.16 |
| 2.00 | i Loading Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by manual means including a lead upto 30 m | 146.51 | Cum | 135.42 ₹19,840.38 | 135 ₹19,778.85 |
| 3.00 | iii Unloading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by manual means including a lead upto 30 m | 146.51 | Cum | 67.71 ₹9,920.19 | 67 ₹9,816.17 |
| 4.00 | Cost of Haulage excluding loading and unloading. (i). Surface road - 10.00 km @Rs14.90/km/m³ = Rs.149.00/m³ | 146.51 | Cum | 177.31 ₹25,977.69 | 177 ₹25,932.27 |
| 5.00 | 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 (I) P.C.C grade M 10 | 20.93 | Cum | 6,357.1 ₹1.3 L | 6,357 ₹1.3 L |
| 6.00 | Reinforcement in foundation: Supplying, fitting and placing TMT (Fe-500 D) 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 | 6.68 | tonne | 66,961.9 ₹4.5 L | 71,000 ₹4.7 L |
| 7.00 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification including steel shuttering framework. (A) With crushed Stone (I). RCC Grade M25 | 66.98 | Cum | 8,416.87 ₹5.6 L | 8,416 ₹5.6 L |
| 8.00 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification. | 209.3 | Each | 141.85 ₹29,689.21 | 141 ₹29,511.30 |
| 9.00 | Contruction of RCC Retaining Wall (H=4m): Excavation for structures (Earthwork in excavation for foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavated earth to the extend required and utilising theremaining earth locally for road work.) (ii). Ordinary rock (not required blasting) A. Manual means (Depth up to 3.00m)(With dewatering | 625.81 | Cum | 216.94 ₹1.4 L | 216 ₹1.4 L |
| 10.00 | (ii) Loading of Earth, Sand, Moorum, Manure, Fly ash, by manual means including lead upto 30M. | 625.81 | Cum | 67.71 ₹42,373.60 | 67 ₹41,929.27 |
Tender Value
₹1.3 Cr
EMD Value
₹2.6 L
Closing Date
22 Jan 2026, 2:00 pmClosed
Chief Engineer PWRD,Assam,Guwahati-03
O/o the Chief Engineer PWRD,Assam,Guwahati-03
Recovery and Reconstruction of road Bagetar New Hospital Road under NDRF(PDNA-2022) for the year 2025-26
2026_PWD_50183_5
CE/Commn/192/2025-26/24
Open Tender
Civil Works – Roads
60 days
Dimahasao
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,600
₹2.6 L
Yes
O/o the Chief Engineer PWRD,Assam,Guwahati-03
7 Feb 2026
12 Jan 2026
22 Jan 2026
12 Jan 2026
22 Jan 2026
12 Jan 2026
12 Jan 2026 - 22 Jan 2026
16 Jan 2026
Contruction of RCC Drain (0.40m x 0.40m) : Excavation for structures (Earthwork in excavation for foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavated earth to the extend required and utilising theremaining earth locally for road work.) (ii). Ordinary rock (not required blasting) A. Manual means (Depth up to 3.00m)(With dewatering
i Loading Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by manual means including a lead upto 30 m
iii Unloading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by manual means including a lead upto 30 m
Cost of Haulage excluding loading and unloading. (i). Surface road - 10.00 km @Rs14.90/km/m³ = Rs.149.00/m³
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 (I) P.C.C grade M 10
Reinforcement in foundation: Supplying, fitting and placing TMT (Fe-500 D) 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
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification including steel shuttering framework. (A) With crushed Stone (I). RCC Grade M25
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.
Contruction of RCC Retaining Wall (H=4m): Excavation for structures (Earthwork in excavation for foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavated earth to the extend required and utilising theremaining earth locally for road work.) (ii). Ordinary rock (not required blasting) A. Manual means (Depth up to 3.00m)(With dewatering
(ii) Loading of Earth, Sand, Moorum, Manure, Fly ash, by manual means including lead upto 30M.
(iv)UnLoading of Earth, Sand, Moorum, Manure, Fly ash, by manual means including lead upto 30M.
Cost of Haulage excluding loading and unloading. (i). Surface road - 10.00 km @Rs14.90/km/m³ = Rs.149.00/m³
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(I)PCC Gr M-10 ;Nominal mix 1:3:6
Reinforcement in foundation: Supplying, fitting and placing TMT (Fe-500 D) 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
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification including steel shuttering framework. (A) With crushed Stone (I). RCC Grade M25
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
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