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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.8 LAccepted-AOC | ₹31.8 L | L1 | Accepted-AOC lowest bidder |
| 2 | L2₹31.9 LRejected-Finance C O NINGNA RAM DAS HOUSE NO 15 GREEN VIEW COLONY TETELIA GUWAHATI PO MALIGAON PS JALUKBARI KAMRUP METRO 781011 | GUWAHATI | KAMRUP METRO | ASSAM | 781011 | ₹31.9 L | L2 | Rejected-Finance higher bidder |
| Sl No | Description | Qty | Unit | GAJI RAM DAS L2 | GAUTAM KAUSHIK L1 |
|---|---|---|---|---|---|
| 1.00 | Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned up to a lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness as per Technical Specification Clause 201.(I) By Manual Means (A) In area of non thorny jungle | 0.1 | hec | 52,995.08 ₹5,299.51 | 52,995.08 ₹5,299.51 |
| 2.00 | 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 wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres (B) R.C. C. | 32.4 | cum | 800 ₹25,920 | 708.51 ₹22,955.72 |
| 3.00 | Construction of embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300.1and300-2 with a lead upto 1000 m as per Technical Specification Clause 301.5 i)Private Land As per Annexure III | 2,559 | cum | 258.21 ₹6,60,759.39 | 258.21 ₹6,60,759.39 |
| 4.00 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
(i) Private Land | 22.1 | cum | 339.68 ₹7,506.93 | 339.68 ₹7,506.93 |
| 5.00 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
(A) By Mix in Place Method
ii) For Grading II Material | 56.25 | cum | 3,057.36 ₹1,71,976.5 | 3,057.36 ₹1,71,976.5 |
| 6.00 | Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. | 58.21 | cum | 80.23 ₹4,670.19 | 80.23 ₹4,670.19 |
| 7.00 | Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109 | 2.77 | cum | 5,588.98 ₹15,481.47 | 5,588.98 ₹15,481.47 |
| 8.00 | Plain/reinforced cement concrete in foundation complete as per drawings and technical specifications (P.C.C. grade M 20 ) Nominal mix (1:2:4) | 23.99 | cum | 6,791.3 ₹1,62,923.29 | 6,791.3 ₹1,62,923.29 |
| 9.00 | Plain/reinforced cement concrete in foundation complete as per drawings and technical specification (i) RCC M25 | 7.13 | cum | 7,487.38 ₹53,385.02 | 7,487.38 ₹53,385.02 |
| 10.00 | Supplying, fitting, and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications | 0.29 | MT | 64,120.72 ₹18,338.53 | 64,120.72 ₹18,338.53 |
Tender Value
Refer Docs
EMD Value
₹63,580
Closing Date
25 Sept 2025, 5:00 pmClosed
EE PWD CHARAIDEO DISTRICT TRD
EE PWD CHARAIDEO DTRD,SONARI
Construction of Steel Bridge No 1/1 ( Length- 20.00m) over river Lora on the Hulungbari Road under Mukhya Mantrir Path Nabikaran Aachani (MMPNA) under SOPD-G for the year 2025-26 in PWRD Charaideo District Territorial Road Division Sonari
2025_PWD_47237_1
SOPD(G)CDTRD/SONARI/2025-26/02
Open Tender
Civil Works – Roads
SONARI LAC
Please refer Tender documents.
2 documents required · 2 mandatory
₹636
₹63,580
Yes
O/O THE EE CDTRD,SONARI
21 Jan 2026
10 Sept 2025
26 Sept 2025
10 Sept 2025
25 Sept 2025
10 Sept 2025
10 Sept 2025 - 17 Sept 2025
17 Sept 2025
Amount
Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned up to a lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness as per Technical Specification Clause 201.(I) By Manual Means (A) In area of non thorny jungle
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 wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres (B) R.C. C.
Construction of embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300.1and300-2 with a lead upto 1000 m as per Technical Specification Clause 301.5 i)Private Land As per Annexure III
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (i) Private Land
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (A) By Mix in Place Method ii) For Grading II Material
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
Plain/reinforced cement concrete in foundation complete as per drawings and technical specifications (P.C.C. grade M 20 ) Nominal mix (1:2:4)
Plain/reinforced cement concrete in foundation complete as per drawings and technical specification (i) RCC M25
Supplying, fitting, and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications
Plain/reinforced cement concrete in sub-structure complete as per drawings and technical specifications (P.C.C M -20)
Plain/reinforced cement concrete in sub-structure complete as per drawings and technical specifications (R.C.C M -25, Case-I)
Supplying, fitting, and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
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 specifications
Furnishing and placing Reinforced Cement Concrete in super structure complete as per drawings and technical specifications Case-I -R.C.C M -25
Supplying, fitting, and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
Providing and laying of cement concrete wearing course of M30 grade concrete including reinforcement complete as per specifications
RCC Guard Post:Supplying, fitting and fixing RCC guard post 150cm8long erected 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering, moulding the top etc. complete as per design and as directed.
Loading of structural steel, steel bars by mannual means including a lead upto 30m
Un-loading of structural steel, steel bars by mannual means including a lead upto 30m
Haulage of materials by tripper excluding cost of loading, un-loading and stacking, ( As per analysis Annexure II)
Fabrication of and fixing of pedestal support for bearing, Steel pipes in decking & railings etc. (only pipes & angles wt.)
Painting on Steel Surfaces (Providing and sqm 77.00 applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade)
Semi-reflective Traffic Signs:Direction and place identification signs upto 0.90 sqm
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stoneboulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specificationsclause 1302
Providing and laying pitching on slopes laid over prepared filter media asper drawing and technical specifications Clause 1302
GAJI RAM DAS (BID ID -282450)
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