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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹60.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹60.8 L+₹40.03 (<0.01%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹60.8 L
EMD Value
₹1.2 L
Closing Date
18 Jul 2020, 12:00 pmClosed
Superintending Engineer P.W.D.,Tezpur Road Circle,
Office of the Superintending Engineer P.W.D.,Tezpur Road Circle, Tezpur
Permanent Restoration work to damaged CD work No. 1 by 1 and 1 by 2 by flood water on Tezpur Jamaguri Road to Jahajduba Khanamukh Road under PMGSY on going work under SOPD-FDR for the year 2019-20 PMGSY Package No. AS-22-240
2020_PWD_18072_1
TRC/TB/SOPD-FDR/TEZ/30/2019-20
Open Tender
Civil Works - Bridges
Item Rate
120 days
Jahajduba Khanamukh
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,830
Yes
Empowered Officer, ASRB, Guwahati
₹1.2 L
Yes
12 Sept 2020
4 Jul 2020
20 Jul 2020
4 Jul 2020
18 Jul 2020
6 Jul 2020
Amount
CD No. 1/1 Box Culvert 3m x 3m (Three Cell) Earth work in excavation of foundation of structures as per drawing and technical specifications clauses 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 with in tranches with excavated suitable material Ordinary Soil A. Manual Means (Without dewatering) A. Upto 3m depth.
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 (ii) For grading-II Material
Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and Technical specification Clauses 802, 803, 1202 & 1203. (A) With Crushed Stone (I) PCC Grade M-10. Nominal Mix
Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and Technical specification Clauses 802, 803, 1202 & 1203. (A) With Crushed Stone (I) PCC Grade M-15. Nominal Mix
Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and Technical specification Clauses 802, 803, 1202 & 1203. (A) With Crushed Stone (I) PCC Grade M-20. Nominal Mix
Plain/reinforced concrete in sub structure complete as per drawing and Technical specification Clauses 802, 804, 805, 806, 807, 1202 & 1204. (A) With Crushed Stone (I) PCC Grade M-15. Nominal Mix
Plain/reinforced concrete in sub structure complete as per drawing and Technical specification Clauses 802, 804, 805, 806, 807, 1202 & 1204. (A) With Crushed Stone (I) PCC Grade M-20. Nominal Mix
Providing and laying reinforced cement concrete in super structure as per drawing and Technical specification Clauses 800, 1205.4 & 1205.5. (A) With Crushed Stone (I) RCC Grade M-20. Nominal Mix height upto 5.00 mtr.
Providing and laying cement concrete wearing course M grade including reinforcement complete as per drawing and Technical specification Clauses 800 & 1206.3
Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications clauses 1002, 1010 and 1202.
Providing weep holes in brick masonary, Plain/Reinforced concrete abutment, wing wall/return wall with 100mm dia AC pipe,extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications.
Backfilling behind abutment, wing wall and return wall complete as per drawing and Technical specification clause 1204.3.8 I) Granular material
Dry Rubble Flooring Dry Flooring: Providing and laying of dry rubble flooring complete as per drawings and technical specifications clause 1304.
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as pee drawing and technical specifications clauses 800, 900 and 1208.
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 stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
Construction of Embankment with approved material obtained from borrow pits, with a left up to 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 with a lead up to 1000m as per Technical Specification Clause no. 301.5. (i) From Private land.
Retro reflectorised Traffic sign: Providing and fixing of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 and fixed over aluminium sheeting, 1.5 mm thick support on a mild steel angle iron of 75x75x6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 450cm x 450cm x 600cm, 600cm below ground level as per drawing and Technical Specification 801 600 mm Equilateral Triangular
Retro reflectorised Traffic sign: Providing and fixing of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 and fixed over aluminium sheeting, 1.5 mm thick support on a mild steel angle iron of 75x75x6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 450cm x 450cm x 600cm, 600cm below ground level as per drawing and Technical Specification 801 800mm x 600mm Rectangular
CD No. 1/2 Box Culvert 3m x 3m (Four Cell) Earth work in excavation of foundation of structures as per drawing and technical specifications clauses 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 with in tranches with excavated suitable material Ordinary Soil A. Manual Means (Without dewatering) A. Upto 3m depth.
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 (ii) For grading-II Material
Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and Technical specification Clauses 802, 803, 1202 & 1203. (A) With Crushed Stone (I) PCC Grade M-10. Nominal Mix
Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and Technical specification Clauses 802, 803, 1202 & 1203. (A) With Crushed Stone (I) PCC Grade M-15. Nominal Mix
Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and Technical specification Clauses 802, 803, 1202 & 1203. (A) With Crushed Stone (I) PCC Grade M-20. Nominal Mix
Plain/reinforced concrete in sub structure complete as per drawing and Technical specification Clauses 802, 804, 805, 806, 807, 1202 & 1204. (A) With Crushed Stone (I) PCC Grade M-15. Nominal Mix
Plain/reinforced concrete in sub structure complete as per drawing and Technical specification Clauses 802, 804, 805, 806, 807, 1202 & 1204. (A) With Crushed Stone (I) PCC Grade M-20. Nominal Mix
Providing and laying reinforced cement concrete in super structure as per drawing and Technical specification Clauses 800, 1205.4 & 1205.5. (A) With Crushed Stone (I) RCC Grade M-20. Nominal Mix height upto 5.00 mtr.
Providing and laying cement concrete wearing course M grade including reinforcement complete as per drawing and Technical specification Clauses 800 & 1206.3
Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications clauses 1002, 1010 and 1202.
Providing weep holes in brick masonary, Plain/Reinforced concrete abutment, wing wall/return wall with 100mm dia AC pipe,extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications.
Backfilling behind abutment, wing wall and return wall complete as per drawing and Technical specification clause 1204.3.8 I) Granular material
Dry Rubble Flooring Dry Flooring: Providing and laying of dry rubble flooring complete as per drawings and technical specifications clause 1304.
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as pee drawing and technical specifications clauses 800, 900 and 1208.
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 stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
Construction of Embankment with approved material obtained from borrow pits, with a left up to 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 with a lead up to 1000m as per Technical Specification Clause no. 301.5. (i) From Private land.
Retro reflectorised Traffic sign: Providing and fixing of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 and fixed over aluminium sheeting, 1.5 mm thick support on a mild steel angle iron of 75x75x6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 450cm x 450cm x 600cm, 600cm below ground level as per drawing and Technical Specification 801 600 mm Equilateral Triangular
Retro reflectorised Traffic sign: Providing and fixing of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 and fixed over aluminium sheeting, 1.5 mm thick support on a mild steel angle iron of 75x75x6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 450cm x 450cm x 600cm, 600cm below ground level as per drawing and Technical Specification 801 800mm x 600mm Rectangular
Sri Kumar Saugat Dey
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