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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-2₹94.2 L+₹88,880.04 (0.95%)Accepted-AOC BORHOLLA JORHAT | JORHAT | ASSAM | 785001 | L-2 | Accepted-AOC Accepted | |
| 2 | L-1₹93.3 LRejected-AOC | L-1 | Rejected-AOC Rejected | |
| 3 | Rejected-Technical | - | Rejected-Technical Rejected |
Tender Value
₹99.2 L
EMD Value
₹2.0 L
Closing Date
4 Jan 2020, 4:00 pmClosed
The SE PWD JRC
O/O The SE PWD JRC
Reconstruction of Flood damaged road in Titabor LAC (Gar-Ali)
2019_PWD_15625_1
SE/JRC/SOPD(FDR)/2633
Open Tender
Civil Works – Roads
Item Rate
180 days
Jorhat
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,000
Yes
Empowered Officer ASRB
₹2.0 L
Yes
31 Jul 2020
30 Dec 2019
6 Jan 2020
30 Dec 2019
4 Jan 2020
30 Dec 2019
Amount
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
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. 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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405. Using stone screening. WBM Grading 3
Providing and laying interlocking concrete block pavement(M40) having thickness 80mm as per technical specification clause 1504 (iv) Rates are inclusive of CC Edge Block.
Supplying, fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with 4-12 mm Tor steel main steel and 6mm MS stirups at 15cm C/C tied in position with annealed black wire cement concrete in proportion 1:2:4 with broken stone aggregate up to 20mm size including centering, moulding the top, curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and as directed.(i) 15 cm dia with 4-12mm Tor bar.
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701.
Subway for RCC Br: Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
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. (A) 1200 mm dia
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. For Grading II Material
Protection work for Br: Earth work in excavation for structures as per drawing and technical specification clause 305.1, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling with approved material. Ordinary soil : a) Upto 3 m depth.
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specification clause 1302.
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification.
Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.
RCC Slab : 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) (ii) By mechanical Means (A) Cement Concrete.
Earth work in excavation for structures as per drawing and technical specification clause 305.1, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling with approved material. Ordinary soil : a) Upto 3 m depth.
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (i) P.C.C grade M 10, Nominal mix 1:3:6.
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (i) R.C.C grade M 25.
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 sub structure complete as per drawing and technical specification clause 802,804,805,806,807,1202 and 1204. (iv) RCC Grade M25 (I) Height upto 5m
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
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (ii) R.C.C grade M 25 a) Height upto 5M
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
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8. (ii) Sandy material
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar . (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
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 per drawing and technical specifications Clauses 800, 900 and 1208.3
Drainage spouts complete as per drawing and technical specifications Clause 1209
Providing and laying of an elastomeric slab seal expansion joint compleate as per approved drawing and approved specification to be installed by manufacturer/supplier or their authorised representative ensuring compliance to the manufacturers instructuion for instalation and as per technical specification clause 1207.2.5
Md Firoz Khan
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