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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.4 LAccepted-Finance | ₹20.4 L | L1 | Accepted-Finance L1 bidder |
| 2 | L2₹20.4 LAccepted-Finance | ₹20.4 L | L2 | Accepted-Finance L2 bidder |
| Sl No | Description | Qty | Unit | THANURAM KONWAR L2 | Prafulla Hazarika L1 |
|---|---|---|---|---|---|
| 1.01 | Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities, removing of all vegetation, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer. | 3,000 | Sqm | 7.5 ₹22,500 | 7.5 ₹22,500 |
| 1.02 | Constructionofgranularsub-base by providing well graded material,spreading inuniform layers with motor grader on prepared surface,mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402 | 375 | Cum | 1,850 ₹6.9 L | 1,850 ₹6.9 L |
| 1.03 | Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 | 800 | Sqm | 75 ₹60,000 | 75 ₹60,000 |
| 1.04 | Proving and fixing "Logo of PMGSY Project. Proving and Fixing of typical PMGSY informatory sign boardwith logo as per MORT Specification and drawing.Three MS plates of 1.6mm thick, top and middle plate duly welded with MS plate iron 25mmx 5mm size on back on edge..............painted with primer and two coats of epoxy paint as per drawing Clause 1701 . | 1 | No | 15,000 ₹15,000 | 15,000 ₹15,000 |
| 1.05 | 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, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
ii) 60 cm equilateral tringle | 1 | each | 4,500 ₹4,500 | 3,500 ₹3,500 |
| 1.06 | 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, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
iii) 60 cm circular | 1 | each | 3,800 ₹3,800 | 3,800 ₹3,800 |
| 1.07 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
1. Ordinary Soil Up to 3 m depth | 75.61 | Cum | 50 ₹3,780.60 | 50 ₹3,780.60 |
| 1.08 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,1202 & 1203
B. With natural gravel (ii) PCC Grade M-15( 1:2.5:5) | 6.02 | Cum | 6,500 ₹39,104 | 6,500 ₹39,104 |
| 1.09 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,1202 & 1203. B. With natural gravel (iii) PCC Grade M-20( 1:2:4) | 23.96 | Cum | 6,800 ₹1.6 L | 6,800 ₹1.6 L |
| 1.10 | 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 | 0.31 | Cum | 80,000 ₹24,800 | 80,000 ₹24,800 |
Tender Value
₹20.4 L
EMD Value
₹40,860
Closing Date
18 Dec 2025, 6:00 pmClosed
EE, Jonai TRD, Silapathar
O/o Executive Engineer, Jonai Territorial Road Division, Silapathar, 787059
Construction of GWC road from Loguti Tiniali to Kanibil Road with RCC Box Culvert under SOPD-G for the year 2025-26 under Jonai Territorial Road Division, Silapathar. 79. Sissiborgaon LAC
2025_PWD_49268_10
TB-62/GWC/2024-25/1718 Dtd. 01-12-2025
Open Tender
Civil Works
Sissiborgaon
Please refer Tender documents.
5 documents required · 5 mandatory
₹620
₹40,860
Yes
25 Jan 2026
12 Dec 2025
19 Dec 2025
12 Dec 2025
18 Dec 2025
13 Dec 2025
Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities, removing of all vegetation, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer.
Constructionofgranularsub-base by providing well graded material,spreading inuniform layers with motor grader on prepared surface,mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402
Proving and fixing "Logo of PMGSY Project. Proving and Fixing of typical PMGSY informatory sign boardwith logo as per MORT Specification and drawing.Three MS plates of 1.6mm thick, top and middle plate duly welded with MS plate iron 25mmx 5mm size on back on edge..............painted with primer and two coats of epoxy paint as per drawing Clause 1701 .
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, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 ii) 60 cm equilateral tringle
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, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 iii) 60 cm circular
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. 1. Ordinary Soil Up to 3 m depth
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,1202 & 1203 B. With natural gravel (ii) PCC Grade M-15( 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. B. With natural gravel (iii) PCC Grade M-20( 1:2:4)
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 substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. (III) PCC Grade M 20
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
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. (III) RCC Grade M 20 (i) upto 5 m height
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3,A. Crush stone
Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications.
Providing drainage spouts complete as per drawing and technical specification clauses 1209
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
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