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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.2 CrAccepted-AOC | ₹5.2 Cr | L1 | Accepted-AOC Awarded |
| 2 | L2₹5.8 Cr+₹57.7 L (11.1%)Rejected-AOC CHANDMARI HAZARAPAR TEZPUR DIST SONITPUR ASSAM PIN 784001 | TEZPUR | SONITPUR | ASSAM | 784001 | ₹5.8 Cr+₹57.7 L (11.1%) | L2 | Rejected-AOC R |
| 3 | L3₹5.8 Cr+₹57.7 L (11.1%)Rejected-AOC | ₹5.8 Cr+₹57.7 L (11.1%) | L3 | Rejected-AOC R |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
Refer Docs
EMD Value
₹11.6 L
Closing Date
1 Feb 2021, 2:00 pmClosed
Chief Engineer, PWD, Roads, Assam, Chandmari, Ghy
O/o the Chief Engineer, PWD, Roads, Assam, Chandmari, Guwahati
SOPD_G_20_21_142 Construction of the roads Borguri Amolapam road connecting Panchmile and NH-15 (Patiachubri) to Jahajduba Khanamukh under SOPD-G for the year 2020-21, Tezpur LAC
2021_PWD_20217_97
CE/DEV/TB/93/2020-21/33
Open Tender
Civil Works
Item Rate
270 days
Tezpur
Please refer Tender documents.
6 documents required · 6 mandatory
₹10,000
Empowered Officer,ASRB
₹11.6 L
Yes
Chief Engineer, PWD, Roads, Assam, Chandmari, Ghy
30 Mar 2021
21 Jan 2021
1 Feb 2021
21 Jan 2021
1 Feb 2021
22 Jan 2021
21 Jan 2021 - 1 Feb 2021
22 Jan 2021
Amount
Borguri Amolapam road connecting panchmile Setting Out (v) Typical benchmark as per Drawing 200.1
Setting Out (vi) Typical reference pillar as per Drawing 200.2
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of .....disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.A In area of non thorny jungle
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 Private Land
Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
Semi dense bituminous concrete using Bituminous Binder mixing with processed waste plastice (as per IRC-SP;98-20130 by replacement of 8% Bitumen binder by weight. Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.6 per cent of mix and filler, (ic 92% of standard Bitumen and 8% waste proccessed plastice by weight shall be used for coating aggregate after its heating) as per IRC:SP:98-2013) for grading II
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. Ordinary soil Upto 3 m depth
Brick Masonry Work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification Clause 1109 A Brick Masonry 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
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 With Crushed Stone RCC Grade M 25 For height upto 5 m
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 II Ordinary Kilometer Stone (Precast
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 III 200 m stone (precast
Retro-reflectorised Traffic Signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of ...........encapsulated lens type reflective ncrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 I 900mm equilateral triangle
Retro-reflectorised Traffic Signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of ...........encapsulated lens type reflective ncrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 IV 600mm x 600mm square
Providing and Laying of hot applied thermoplastic compound 2.5 m thick including reflectorising glass bitts @250 gsm area.......specification
Supplying, fitting and fixing RCC gurd post 150 cm long erected 75 cm above the ground ...........As directed
Providing and fixing of typical Citizen informatory board and maintanence informatory board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm ............drawing Clause 1701 and Annexure 1700.1 Providing and fixing of typical Citizen informatory board and maintanence informatory board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm ............drawing Clause 1701 and Annexure 1700.1
Providing and fixing of typical Title informatory informatory board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm ............drawing Clause 1701 and Annexure 1700.1 Providing and fixing of typical Citizen informatory board and maintanence informatory board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm ............drawing Clause 1701 and Annexure 1700.1
Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year
NH-15 (Patia chuburi )to Jahajduba Khanamukh Setting Out (v) Typical benchmark as per Drawing 200.1
Setting Out (vi) Typical reference pillar as per Drawing 200.2
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs,……..thickness as per Technical Specification Clause 201.A In area of non thorny jungle
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting …... lead upto 1000 m as per Technical Specification Clause 303.1 Private Land
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 Private Land
Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (Manual should be use where machines can not be deployed due to site condition)
Construction of granular sub-base with well graded material(Table 400.1) constructionof granular subbase by providing well graded material spreading in uniform layers with motor grader on prepared surface…….as per cl 401. For grading -II material
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
Bituminous macadam. Poviding and laying bituminous macadom with hotmix plant using crushed aggregates of grading as per table 500.4 with bituminous binder………as per cl 504.
Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.6 per cent of mix and filler, (ic 92% of standard Bitumen and 8% waste proccessed plastice by weight shall be used for coating aggregate after its heating) as per IRC:SP:98-2013) for grading II
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. Ordinary soil Upto 3 m depth
Brick Masonry Work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification Clause 1109 A Brick Masonry 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
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 With Crushed Stone RCC Grade M 25 For height upto 5 m
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
Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii)
Providing concree for plain /reinfoced concrete in open foundation complete as per drawing and clauses PCC M20 grade
Providing concree for plain /reinfoced concrete in Substrcture complete as per drawing and clauses PCC M20 grade
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. (B) 1000 mm dia Rate as per F-8
Stone masonry work in cement mortar in foundation complete as per drawing (1:4)
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 II Ordinary Kilometer Stone (Precast
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 III 200 m stone (precast
Retro-reflectorised Traffic Signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of ...........encapsulated lens type reflective ncrete 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
Retro-reflectorised Traffic Signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of ...........encapsulated lens type reflective ncrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (iii) 600mm circular
Providing and fixing of road stud of 100x100mm die cast in aluminium,resistant to corrosive effect of salt and grit fitted with lense reflector……as per B.S 873(part -iv)1973
Providing and fixing of typical Citizen informatory board and maintanence informatory board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm ............drawing Clause 1701 and Annexure 1700.1 Providing and fixing of typical Citizen informatory board and maintanence informatory board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm ............drawing Clause 1701 and Annexure 1700.1
Providing and fixing of typical Title informatory informatory board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm ............drawing Clause 1701 and Annexure 1700.1 Providing and fixing of typical Citizen informatory board and maintanence informatory board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm ............drawing Clause 1701 and Annexure 1700.1
Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year
Mousum Bora
M/S PARIMAL SAIKIA
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