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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAdmitted-Finance | ₹1.6 Cr | L1 | Admitted-Finance |
| 2 | Rejected-Technical | - | - | Rejected-Technical Rejected |
Tender Value
Refer Docs
EMD Value
₹1.5 L
Closing Date
20 Nov 2019, 3:00 pmClosed
THE PROJECT DIRECTOR DRDA, DINDIGUL
THE PROJECT DIRECTOR DRDA, DINDIGUL
Dindigul Dist - TNRRIS 2019-2020 - Shanarpatty bock road works TN-05-36
2019_RDTN_145499_1
DIPR/3969/TENDER/2019 Shanarpatty TN-05-36
Open Tender
Civil Works - Roads
Item Wise
180 days
DINDIGUL
Dindigul Dist - TNRRIS 2019-2020 - Shanarpatty bock road works TN-05-36
4 documents required · 4 mandatory
₹0
₹1.5 L
THE PROJECT DIRECTOR DRDA, DINDIGUL
3 Feb 2020
12 Nov 2019
20 Nov 2019
12 Nov 2019
20 Nov 2019
14 Nov 2019
14 Nov 2019
Amount
Part 1: Manjanaickenpatty Kambarpatty road to Thethanpatty village Via Moorimeenakshipuram km 0/0-2/650 Estimate Amount Rs 48.78 lakhs
Clearing the scrub jungle by uprooting including all cutting charges and depositing disposing of the products and clearing as directed by the Departmental Officers including all incidential charges etc., complete in charges etc complete
Earthwork excavation for foundation in all soils and to full depth as may as be directed in hard rock requiring plastering but inclusive of shorting, strutting and baling out water wherever necessary and refilling the sides of foundation with excavated
Picking the existing metal surface and sectioning undulations including all incidential charges etc., complete in charges etc complete
Providing and laying Water Bound Macadam Gr.III using 1 cum of 63mm to 11.2mm IRC HBG metal and 0.24 cum of Gravel for blindage for 10sqm. Of 75mm compacted thick (the blindage material shall have PI value less than 6%) including cost and conveyance of all materials from approved quarry to worksite and stacking to departmental gauge for pre-measurement as directed by the departmental officers including labour for spreading metal and gravel hand packing to camber and grade lines blinding with required quantity of gravel forming edge bunds watering with all leads for good water slurrying rolling and consolidation by power roller and finishing has per MoRT&H 404 (III revision) including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed therefor and all other incidental charges etc., complete for TOP LAYER
Providing and laying tack coat over the WBM surface using 4.00 Kg of bituminous emulsion for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MoRT&H specification.
Providing and layiing pre-mix carpet 20mm thickness using 0.18cum of 13.2 IRC machine crushed metal 0.09cum of 11.2mm IRC machine crushed metal with 14.60 KG for pre-mixing 10 sqm of pre-mix carpet and laying Seal coat type "A" using .09 cum of 6.70mm IRC HBG chips with 9.80 Kg of Bitumen for 10sqm including cost and conveyance of materials to the departmental metric gauge for pre-measurement heating the bitumen boiler heating the aggregate and mixing them with bitumen in mini hot mix plant for pre-mix carpet and rolling by 80-100 KN power roller including labour charges for spreading hire and fuel charges for mini hot mix plant, bitumen boiler, all other tools and plants employed etc., complete
Supply of Kilometre Stone of size 1.65mx0.45x0.15metre
Supply of Hectametre Stone of size 0.90x0.15x0.15metre
Provision for Name Board
GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
Part 2: Ramarajapuram to Forest road via Thaliyaripatty Km 0/0 - 1/670 Estimate Amount Rs.58.95
Clearing the scrub jungle by uprooting including all cutting charges and depositing disposing of the products and clearing as directed by the Departmental Officers including all incidential charges etc., complete in charges etc complete
Earthwork excavation for foundation in all soils and to full depth as may as be directed in hard rock requiring plastering but inclusive of shorting, strutting and baling out water wherever necessary and refilling the sides of foundation with excavated
Picking the existing metal surface and sectioning undulations including all incidential charges etc., complete in charges etc complete
Providing and laying Gravel to 100mm compacted thick includng all labour charges for spreading watering and leveling to camber forundulation forundulation of surface etc complete 100% compaction
Providing and laying Water Bound Macadam Gr.III using 1 cum of 63mm to 11.2mm IRC HBG metal and 0.24 cum of Gravel for blindage for 10sqm. Of 75mm compacted thick (the blindage material shall have PI value less than 6%) including cost and conveyance of all materials from approved quarry to worksite and stacking to departmental gauge for pre-measurement as directed by the departmental officers including labour for spreading metal and gravel hand packing to camber and grade lines blinding with required quantity of gravel forming edge bunds watering with all leads for good water slurrying rolling and consolidation by power roller and finishing has per MoRT&H 404 (III revision) including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed therefor and all other incidental charges etc., complete for TOP LAYER
Providing and laying tack coat over the WBM surface using 4.00 Kg of bituminous emulsion for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MoRT&H specification.
Providing and laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using CMR bit plast bitumen binder (8% waste plastic @0.784 kg/10sqm impregnated to bitumen @ 13.432 kg per 10 sqm ) including cost and conveyance of materials to the departmental metric gauge for pre-measurement heating the bitumen boiler heating the aggregate and mixing them with bitumen in mini hot mix plant for pre-mix carpet and rolling by 80-100 KN power roller including labour charges for spreading hire and fuel charges for mini hot mix plant, bitumen boiler, all other tools and plants employed etc., complete
Providing and laying sal coat using CMR Bit Plast bitumen binder (8% waster plaste @ 0.784 kg / 10 sqm impregated to Bitumen (S-65) @ 9.016 kg per 10 sqm sealing the voids in a bituminous surfac laid to the specified levels, graded and cross fall using type A, Type B and Type C as per Technical Specification Clause 510
Supply of Kilometre Stone of size 1.65mx0.45x0.15metre
Supply of Hectametre Stone of size 0.90x0.15x0.15metre
Provision for Sign Board
Provision for Name Board
Construction of RCC slab culvert @ Ch 110m (1.50 m Span)
Earthwork excavation in all classes of soils such as hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth etc.,
Plain cement concrete 1:4:8 using 40mm ISS HBG metal including cost and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and curing, working at depths, Tools etc., complete
Plain cement concrete 1:3:6 using 40mm ISS HBG metal including cost and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and curing, working at depths, Tools etc., complete - Below sill
Plain cement concrete 1:3:6 using 40mm ISS HBG metal including cost and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and curing, working at depths, Tools etc., complete - Below sill
Supplying and fabrication and placing in position mild steel or ribbed tor steel and all reinforced cement concrete works asper the design given including cost of steel and binding wire in all floors etc., complete complying with standard specification.
Supply and Erection and centering of sides and soffits including supports and strutting up to 3.29m height for place surfaces in all floors with all cross bracing using mild steel sheets of size 90cmX60cm and 10 gauge stiffened welded with mild steel angles of size 25mmX3mm for boarding laid over silver oak ( country wood) poists of size 10cm X6.5cm dia spaced at about 90cm centre to center etc., complete complying with standard specification - Sub Structure
Supply and Erection and centering of sides and soffits including supports and strutting up to 3.29m height for place surfaces in all floors with all cross bracing using mild steel sheets of size 90cmX60cm and 10 gauge stiffened welded with mild steel angles of size 25mmX3mm for boarding laid over silver oak ( country wood) poists of size 10cm X6.5cm dia spaced at about 90cm centre to center etc., complete complying with standard specification Super Structure
Plain cement concrete 1:2:4 using 20mm ISS HBG metal including cost and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and curing, working at depths, Tools etc., complete - Above sill
Reinforced cement concrete 1:1.5:3 using 20mm ISS HBG metal including cost of reinforcement and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and curing, working at depths, Tools etc., complete - Above sill
Back filling behind the abutent and wings with excavated earth including all incidential charges etc., complete in charges etc complete
Provision for Expansion joint inbetween the dirt wall & deck in pier in standard specification
Provision and laying Kraft paper barrying between deck slab and bed block to the full width of seating
Providing and fixing 100 mm daia PVC Weep holes of required lengths for abutment and retaining wall including cost and conveyance
Construction of RCC slab culvert @ Ch 1010m (4.00 m Span)
Earthwork excavation in all classes of soils such as hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth etc.,
Plain cement concrete 1:4:8 using 40mm ISS HBG metal including cost and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and curing, working at depths, Tools etc., complete
Plain cement concrete 1:3:6 using 40mm ISS HBG metal including cost and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and curing, working at depths, Tools etc., complete - Below sill
Plain cement concrete 1:3:6 using 40mm ISS HBG metal including cost and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and curing, working at depths, Tools etc., complete - Above sill
Supplying and fabrication and placing in position mild steel or ribbed tor steel and all reinforced cement concrete works asper the design given including cost of steel and binding wire in all floors etc., complete complying with standard specification.
Supply and Erection and centering of sides and soffits including supports and strutting up to 3.29m height for place surfaces in all floors with all cross bracing using mild steel sheets of size 90cmX60cm and 10 gauge stiffened welded with mild steel angles of size 25mmX3mm for boarding laid over silver oak ( country wood) poists of size 10cm X6.5cm dia spaced at about 90cm centre to center etc., complete complying with standard specification - Sub Structure
Supply and Erection and centering of sides and soffits including supports and strutting up to 3.29m height for place surfaces in all floors with all cross bracing using mild steel sheets of size 90cmX60cm and 10 gauge stiffened welded with mild steel angles of size 25mmX3mm for boarding laid over silver oak ( country wood) poists of size 10cm X6.5cm dia spaced at about 90cm centre to center etc., complete complying with standard specification Super Structure
Reinforced cement concrete 1:2:4 using 20mm ISS HBG metal including cost and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and curing, working at depths, Tools etc., complete - Above sill
Reinforced cement concrete 1:1.5:3 using 20mm ISS HBG metal including cost of reinforcement and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and curing, working at depths, Tools etc., complete - Above sill
Back filling behind the abutent and wings with excavated earth including all incidential charges etc., complete in charges etc complete
Provision for Expansion joint inbetween the dirt wall & deck in pier in standard specification
Provision and laying Kraft paper barrying between deck slab and bed block to the full width of seating
Providing and fixing 100 mm daia PVC Weep holes of required lengths for abutment and retaining wall including cost and conveyance
Construction of Cause way @ CH 1290m
Earthwork excavation in all classes of soils such as hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth etc.,
Plain cement concrete 1:3:6 using 40mm ISS HBG metal including cost and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and curing, working at depths, Tools etc., complete
Supply and Erection and centering of sides and soffits including supports and strutting up to 3.29m height for place surfaces in all floors with all cross bracing using mild steel sheets of size 90cmX60cm and 10 gauge stiffened welded with mild steel angles of size 25mmX3mm for boarding laid over silver oak ( country wood) poists of size 10cm X6.5cm dia spaced at about 90cm centre to center etc., complete complying with standard specification (Above sill )
Plain cement concrete 1:2:4 using 20mm ISS HBG metal including cost and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and curing, working at depths, Tools etc., complete
Providing and laying Water Bound Macadam Gr.II using 1 cum of 75mm to 22.4mm IRC HBG metal and 0.24 cum of Gravel for blindage for 10sqm. Of 75mm compacted thick (the blindage material shall have PI value less than 6%) including cost and conveyance of all materials from approved quarry to worksite and stacking to departmental gauge for pre-measurement as directed by the departmental officers including labour for spreading metal and gravel hand packing to camber and grade lines blinding with required quantity of gravel forming edge bunds watering with all leads for good water slurrying rolling and consolidation by power roller and finishing has per MoRT&H 404 (III revision) including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed therefor and all other incidental charges etc., complete for BOTTOM LAYER
Providing and laying Water Bound Macadam Gr.III using 1 cum of 63mm to 11.2mm IRC HBG metal and 0.24 cum of Gravel for blindage for 10sqm. Of 75mm compacted thick (the blindage material shall have PI value less than 6%) including cost and conveyance of all materials from approved quarry to worksite and stacking to departmental gauge for pre-measurement as directed by the departmental officers including labour for spreading metal and gravel hand packing to camber and grade lines blinding with required quantity of gravel forming edge bunds watering with all leads for good water slurrying rolling and consolidation by power roller and finishing has per MoRT&H 404 (III revision) including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed therefor and all other incidental charges etc., complete for TOP LAYER
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.M30 Grade.
Construction of RCC slab culvert @ Ch 110m (1.50 m Span)
Earthwork excavation in all classes of soils such as hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth etc.,
Plain cement concrete 1:4:8 using 40mm ISS HBG metal including cost and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and curing, working at depths, Tools etc., complete
Plain cement concrete 1:3:6 using 40mm ISS HBG metal including cost and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and curing, working at depths, Tools etc., complete - Below sill
Plain cement concrete 1:3:6 using 40mm ISS HBG metal including cost and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and curing, working at depths, Tools etc., complete - Below sill
Supplying and fabrication and placing in position mild steel or ribbed tor steel and all reinforced cement concrete works asper the design given including cost of steel and binding wire in all floors etc., complete complying with standard specification.
Supply and Erection and centering of sides and soffits including supports and strutting up to 3.29m height for place surfaces in all floors with all cross bracing using mild steel sheets of size 90cmX60cm and 10 gauge stiffened welded with mild steel angles of size 25mmX3mm for boarding laid over silver oak ( country wood) poists of size 10cm X6.5cm dia spaced at about 90cm centre to center etc., complete complying with standard specification - Sub Structure
Supply and Erection and centering of sides and soffits including supports and strutting up to 3.29m height for place surfaces in all floors with all cross bracing using mild steel sheets of size 90cmX60cm and 10 gauge stiffened welded with mild steel angles of size 25mmX3mm for boarding laid over silver oak ( country wood) poists of size 10cm X6.5cm dia spaced at about 90cm centre to center etc., complete complying with standard specification Super Structure
Plain cement concrete 1:2:4 using 20mm ISS HBG metal including cost and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and curing, working at depths, Tools etc., complete - Above sill
Reinforced cement concrete 1:1.5:3 using 20mm ISS HBG metal including cost of reinforcement and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and curing, working at depths, Tools etc., complete - Above sill
Back filling behind the abutent and wings with excavated earth including all incidential charges etc., complete in charges etc complete
Provision for Expansion joint inbetween the dirt wall & deck in pier in standard specification
Provision and laying Kraft paper barrying between deck slab and bed block to the full width of seating
Providing and fixing 100 mm daia PVC Weep holes of required lengths for abutment and retaining wall including cost and conveyance
Construction of Drain @ CH 720-800m(Both side)
Earthwork excavation in all classes of soils such as hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth etc.,
Plain cement concrete 1:4:8 using 40mm ISS HBG metal including cost and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and curing, working at depths, Tools etc., complete
Supply and Erection and centering of sides and soffits including supports and strutting up to 3.29m height for place surfaces in all floors with all cross bracing using mild steel sheets of size 90cmX60cm and 10 gauge stiffened welded with mild steel angles of size 25mmX3mm for boarding laid over silver oak ( country wood) poists of size 10cm X6.5cm dia spaced at about 90cm centre to center etc., complete complying with standard specification (Above sill )
Plain cement concrete 1:2:4 using 20mm ISS HBG metal including cost and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and curing, working at depths, Tools etc., complete
Plastering with 1:4 mix in 20 mm thick including cost and conveyance of materials and all labour charges etc., completed
GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
Part 3 : Vembarpatty to Thamaraikulam pirivu via N.S.R thottam km 0/0-1/450 Estimate Amount Rs.42.10
Clearing the scrub jungle by uprooting including all cutting charges and depositing disposing of the products and clearing as directed by the Departmental Officers including all incidential charges etc., complete in charges etc complete
Earthwork excavation for foundation in all soils and to full depth as may as be directed in hard rock requiring plastering but inclusive of shorting, strutting and baling out water wherever necessary and refilling the sides of foundation with excavated
Picking the existing metal surface and sectioning undulations including all incidential charges etc., complete in charges etc complete
Providing and laying Gravel to 100mm compacted thick includng all labour charges for spreading watering and leveling to camber forundulation forundulation of surface etc complete 100% compaction
Construction of Granular Sub base by providing well graded material(63mm to 26.5mm @35%,26.5mm to 4.75 @45% and 4.75 mm below @ 20%)& spreading in uniform layers with tractor with grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer as per (Mix -in - place method) .
Providing and laying Water Bound Macadam Gr.II using 1 cum of 75mm to 22.40mm IRC HBG metal and 0.24 cum of Gravel for blindage for 10sqm. Of 75mm compacted thick (the blindage material shall have PI value less than 6%) including cost and conveyance of all materials from approved quarry to worksite and stacking to departmental gauge for pre-measurement as directed by the departmental officers including labour for spreading metal and gravel hand packing to camber and grade lines blinding with required quantity of gravel forming edge bunds watering with all leads for good water slurrying rolling and consolidation by power roller and finishing has per MoRT&H 404 (III revision) including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed therefor and all other incidental charges etc., complete for TOP LAYER
Providing and laying Water Bound Macadam Gr.III using 1 cum of 63mm to 11.40mm IRC HBG metal and 0.24 cum of Gravel for blindage for 10sqm. Of 75mm compacted thick (the blindage material shall have PI value less than 6%) including cost and conveyance of all materials from approved quarry to worksite and stacking to departmental gauge for pre-measurement as directed by the departmental officers including labour for spreading metal and gravel hand packing to camber and grade lines blinding with required quantity of gravel forming edge bunds watering with all leads for good water slurrying rolling and consolidation by power roller and finishing has per MoRT&H 404 (III revision) including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed therefor and all other incidental charges etc., complete for TOP LAYER
Providing and laying tack coat over the WBM surface using 4.00 Kg of bituminous emulsion for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MoRT&H specification.
Providing and layiing pre-mix carpet 20mm thickness using 0.18cum of 13.2 IRC machine crushed metal 0.09cum of 11.2mm IRC machine crushed metal with 14.60 KG for pre-mixing 10 sqm of pre-mix carpet and laying Seal coat type "A" using .09 cum of 6.70mm IRC HBG chips with 9.80 Kg of Bitumen for 10sqm including cost and conveyance of materials to the departmental metric gauge for pre-measurement heating the bitumen boiler heating the aggregate and mixing them with bitumen in mini hot mix plant for pre-mix carpet and rolling by 80-100 KN power roller including labour charges for spreading hire and fuel charges for mini hot mix plant, bitumen boiler, all other tools and plants employed etc., complete
Supply of Kilometre Stone of size 1.65mx0.45x0.15metre
Supply of Hectametre Stone of size 0.90x0.15x0.15metre
Provision for Name Board
Wearing coat with CC 1:1.5:3 mix using 65%of 25mm, 25% of 12mm and 10% of 6 mm ISS metal including cost of all materials and labour charges for mixing , laying, compacting and curing etc., completed - 75 mm uniform thickness.
Construction of Retaining wall 0/0-1/0
Earthwork excavation in all classes of soils such as hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth etc.,
Plain cement concrete 1:4:8 using 40mm ISS HBG metal including cost and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and curing, working at depths, Tools etc., complete
Plain cement concrete 1:3:6 using 40mm ISS HBG metal including cost and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and curing, working at depths, Tools etc., complete - Below sill
Supply and Erection and centering of sides and soffits including supports and strutting up to 3.29m height for place surfaces in all floors with all cross bracing using mild steel sheets of size 90cmX60cm and 10 gauge stiffened welded with mild steel angles of size 25mmX3mm for boarding laid over silver oak ( country wood) poists of size 10cm X6.5cm dia spaced at about 90cm centre to center etc., complete complying with standard
Construction of RCC slab culvert @ Ch 1250m (1.50 m Span)
Earthwork excavation in all classes of soils such as hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth etc.,
Plain cement concrete 1:4:8 using 40mm ISS HBG metal including cost and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and curing, working at depths, Tools etc., complete
Plain cement concrete 1:3:6 using 40mm ISS HBG metal including cost and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and curing, working at depths, Tools etc., complete - Below sill
Plain cement concrete 1:3:6 using 40mm ISS HBG metal including cost and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and curing, working at depths, Tools etc., complete - Below sill
Supplying and fabrication and placing in position mild steel or ribbed tor steel and all reinforced cement concrete works asper the design given including cost of steel and binding wire in all floors etc., complete complying with standard specification.
Supply and Erection and centering of sides and soffits including supports and strutting up to 3.29m height for place surfaces in all floors with all cross bracing using mild steel sheets of size 90cmX60cm and 10 gauge stiffened welded with mild steel angles of size 25mmX3mm for boarding laid over silver oak ( country wood) poists of size 10cm X6.5cm dia spaced at about 90cm centre to center etc., complete complying with standard specification - Sub Structure
Supply and Erection and centering of sides and soffits including supports and strutting up to 3.29m height for place surfaces in all floors with all cross bracing using mild steel sheets of size 90cmX60cm and 10 gauge stiffened welded with mild steel angles of size 25mmX3mm for boarding laid over silver oak ( country wood) poists of size 10cm X6.5cm dia spaced at about 90cm centre to center etc., complete complying with standard specification Super Structure
Plain cement concrete 1:2:4 using 20mm ISS HBG metal including cost and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and curing, working at depths, Tools etc., complete - Above sill
Reinforced cement concrete 1:1.5:3 using 20mm ISS HBG metal including cost of reinforcement and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and curing, working at depths, Tools etc., complete - Above sill
Back filling behind the abutent and wings with excavated earth including all incidential charges etc., complete in charges etc complete
Provision for Expansion joint inbetween the dirt wall & deck in pier in standard specification
Provision and laying Kraft paper barrying between deck slab and bed block to the full width of seating
Providing and fixing 100 mm daia PVC Weep holes of required lengths for abutment and retaining wall including cost and conveyance
GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
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