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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAccepted-AOC | ₹1.8 Cr | L1 | Accepted-AOC Awarded |
| 2 | L1₹1.8 CrRejected-AOC | ₹1.8 Cr | L1 | Rejected-AOC Not awarded |
| 3 | L1₹1.8 CrRejected-AOC | ₹1.8 Cr | L1 | Rejected-AOC Not awarded |
| 4 | L2₹2.1 Cr+₹24.3 L (13.3%)Rejected-AOC | ₹2.1 Cr+₹24.3 L (13.3%) | L2 | Rejected-AOC L2 |
Tender Value
₹2.0 Cr
EMD Value
₹4.0 L
Closing Date
14 Nov 2023, 2:00 pmClosed
Chief Engineer, PWD(Roads), Assam
O/o the Chief Engineer, PWD(Roads), Assam
Imp of Rd,Drain at Maligaon 3no Gate Main Rd-Hill Side, Pandu station colony Shani mandir Rd, Kamakhya Alt Rd opp West Ghy B.Ed College-Anukul Mandir Path,Namghar to Sunu Dihidar House at Mayurshila,AT Road-MMNPPNA for 2023-24
2023_PWD_33242_13
CE/CW/20/2023-24-Nagariya(GMC)
Open Tender
Civil Works – Roads
Item Rate
180 days
Guwahati
Please refer Tender documents.
4 documents required · 4 mandatory
₹4,000
₹4.0 L
Yes
21 Mar 2024
25 Oct 2023
14 Nov 2023
25 Oct 2023
14 Nov 2023
25 Oct 2023
25 Oct 2023 - 14 Nov 2023
Amount
1.Maligaon 3no Gate to Hilltop Colony road & Ma Kamakhya lodge Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removalof 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.
Excavation for Structures (Earth work in excavation of 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 and backfilling with approved material. I ) In ordinary soil A ) Manual Means (b) Depth up to 3.00 m
Removal of Unserviceable Soil with Disposal upto 1000 metres Removal of unsuitable soil including excavation, loading and disposal upto 1000m lead but excluding compaction ground supporting embankment subgradereplacement by suitable soil, which shall be paid separately as per Clause303.5.2 as per Technical Specification Clause 302.3.11
Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 .Nominal mix 1:3:6 A)With crushed Stone
Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 ii)In 1:4 Cement mortar
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Plain/Reinforced cement concrete, in sub-structure complete as per drawing and technical specification and steelshuttering formwork.(E) RCC Grade M20 (a) Height upto 5mCase I Using concrete Mixer
Tubular Steel Railing on Medium Weight Steel Channel (ISMC series) 100 mm x50 mm Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 m high above ground, 2 m centre-to-centre, complete as per approved drawings Clause 1706
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
Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification. (B) sandy materials
2.Pandu Station Colony to Sani Mandir Road 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 lifts and lead of 1000 metres B) Cement Concrete
Fillling in foundation trenches as per drawing and technical specification Clause 305.3. Sand Filling
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
RCC cover Drain Excavation for structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, constructing of shoring and bracing, removal of slumps and other deleterious matter, dressing of sides and bottom, backfilling with approved material. I ) In ordinary soil A) Manual Means (b) Depth up to 3.00 m ( with dewatering )
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. P.C.C grade M 10. Nominal mix 1:3:6
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) 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 (E) RCC Grade M20 (a) Height upto 5m
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
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (B) sandy materials
3. Kamakhya Alternate Road in front of West Guwahati BED College to Anukul Mandir Path Dismantling of structure 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 unservicable materials with all lifts and lead upto 1000m.By Manual MeansI)B) cement concrete
Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation, loading and disposalupto 1000 m lead but excluding compaction ground supporting embankmentsubgrade replacement by suitable soil, which shall be paid separately as perClause 303.5.2 as per Technical Specification Clause 302.3.11
By Mix in Place Method (Construction of granular sub-base by providing close 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 vibratory roller to achieve the desired density,complete as percl. 401( Including cost of testingof materials at site andlaboratory as directed bythedeptt.)
Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming, requisite type of screening/binding materials to fill up the intersectices of coarse aggregate, watering and compacting to the required density ( with an initial lead of 5.0km)A) By Manual Means
Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.(b)Excluding Edge block/ Edge restraints
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 amild 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)600mm equilateral triangle
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 amild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation withM15grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (iii)60cm circular
Excavation for Structures (Earth work in excavation of foundation of structures asperdrawing and technical specification, including setting out, construction of shoring and bracing,removalofstumpsandother deleteriousmatter,dressing of sides andbottomandbackfilling with approved material.I ) In ordinary soil A ) ManualMeans(b) Depth up to 3.00m
Removal of Unserviceable Soil with Disposal upto 1000 metres Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause
PlaincementconcretePlain/Reinforced cementconcrete, in open foundationcomplete as perdrawing and technical specification including steel shuttering formwork.(A) PCC Grade M15
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar(Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Plain/Reinforced cement concrete, in sub-structure complete as per drawing and technical specification and steel shuttering formwork.(E) RCC Grade M20(a) Height upto 5m Case I Using concrete Mixer
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
Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification. (B) sandy materials
4.Road from Namghar to Sunu Dihidar House at Mayurshila ,Maligaon Gate no 1 Excavation for Structures (Earth work in excavation of 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 and backfilling with approved material. 1.Ordinary soil A.Manual Means (I) Without dewatering
Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.)
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803 (A ) With crushed Stone (II )P.C.C grade M 15 ,Nominal mix (1:2.5:5)
Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/Jindal panther steel/ Shyam steel or equivalent)
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
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
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.E) RCC Grade M25 (i) Using concrete Mixer (ii) With Batching Plant, Transit Mixer and Concrete Pump
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork F )RCC Grade M25 (a)Height upto 5m,Case-I Using concrete Mixer
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
Tubular Steel Railing on Medium Weight Steel Channel (ISMC series) 100 mm Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 m high above ground, 2 m centre-to-centre, complete as per approved drawings Clause 1706
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 amild 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)60cm circular
Excavation for Structures (Earth work in excavation of 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 and backfilling with approved material. I ) In ordinary soil A ) Manual Means (b) Depth up to 3.00 m
Removal of Unserviceable Soil with Disposal upto 1000 metres Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
Plain cement concrete Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. (A) PCC Grade M15
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Plain/Reinforced cement concrete, in sub-structure complete as per drawing and technical specification and steel shuttering formwork. (E) RCC Grade M20 (a) Height upto 5m Case I Using concrete Mixer
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
Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification. (B) sandy materials
Excavation for Structures (Earth work in excavation of 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 and backfilling with approved material. I ) In ordinary soil A ) Manual Means (b) Depth up to 3.00 m
Removal of Unserviceable Soil with Disposal upto 1000 metres Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
Plain cement concrete Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. (A) PCC Grade M15
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Plain/Reinforced cement concrete, in sub-structure complete as per drawing and technical specification and steel shuttering formwork. (E) RCC Grade M20 (a) Height upto 5m Case I Using concrete Mixer
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
Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification. (B) sandy materials
5)AT Road Near Kamakhya Gate to Satish Chandra Nath Path Clearing and grubbing road land including uprooting wild vegetation, grass,bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201(a)In area of non thorny jungle
Dismantling Stone Masonry as per Technical Specification Clause 202: 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. b)Rubble Stone Masonry in Cement Mortar . I)C) Reinforced cement concrete
Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11
By Mix in Place Method (Construction of granular sub-base by providing close 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 vibratory roller to achieve the desired density,complete as per cl. 401( Including cost of testing of materials at site and laboratory as directed by the deptt.)
Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming, requisite type of screening/binding materials to fill up the intersectices of coarse aggregate, watering and compacting to the required density ( with an initial lead of 5.0km) A) By Manual Means
Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.(b)Excluding Edge block/ Edge restraints
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 amild 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)600mm equilateral triangle
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 amild 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)60cm circular
Excavation for structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, constructing of shoring and bracing, removal of slumps and other deleterious matter, dressing of sides and bottom, backfilling with approved material. I ) In ordinary soil A) Manual Means (b) Depth up to 3.00 m ( with dewatering )
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. P.C.C grade M 10. Nominal mix 1:3:6
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
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
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (E) RCC Grade M20 (a) Height upto 5m
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (B) sandy materials
SUBRATA DEY
M/S ABJ ASSOCIATES
Tapash Paul
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