Housing Urban and Rular Development Local Bodies Closing in 0 days TDR #45977171

Tender For Development Of Linner Green Space At Saharanpur, 1 Landscape, Vehicular Traffic, Pedestrian Area, Waterproofing Treatment System As Under: A) Clean The Surface With Wire Brush And Necessary Tools And Surface Must Be Free From Dust, Oil Etc. B

Issued by Local Bodies · Saharanpur, Uttar Pradesh
Tender Value
1.75 Crore
Estimated cost
Bid Submission
05 Nov 2024
0 days left
EMD
10.80 Lakhs
Bank guarantee accepted
Document Fee
7900
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Saharanpur → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender For Development Of Linner Green Space At Saharanpur, 1 Landscape, Vehicular Traffic, Pedestrian Area, waterproofing treatment system as under: a) Clean the surface with wire brush and necessary tools and surface must be free from dust, oil etc. b) All construction joint, pin holes tie rod and honey combs to be repair with Concrete Bond-108 (1 Part Concrete Bond-108 : 4 Part Silica Sand )and primer coat on surface with Concrete Bond-108onforming to ASTM-C-881. c) Providing & Laying DONCRETE PT- two- epoxy based flexible, high build, breathable, waterproofing product on clean and sound surface 1.00 kg for one sq.m @ 500 microns on floor spread the material using a squeegee or stiff nylon broom to adhesive coverage and apply second coat the same as above ratio @ 500 microns after 12 hours allow to cure for 24 hours. The product conforming to ASTM- D-412, ASTM-D-1004, ASTM-D-4541 BS:1818 P+-124-ASTM-C-836 EN-13948 & AS4020:200/BS:6920. 2 Providing & Laying of 2 Layersof el P.U. coating. 3 Providing & Laying of Drain Cells. 4 Geosynthetic Drainage with two filtering nonwoven geotextiles having a “W” configuration as longitudinal parallel channels. Minimum thickness to be 7.2mm, with two filtering UV stabilized polypropylene nonwoven geotextile of minimum thickness of 0.75mm having pores of 150 micron and tensile strength of 8.0 kN/m and having plane flow capacity of 2.1 L / (m.s) at hydraulic gradient of 1.0 & 20 kPa pressure ,tensile strength of 18 kN/m , with mass per unit area of 740 gsm. 5 Supplying and stacking at site.Good earth 6 Supplying and stacking at site. Dump manurefrom approvedsource,including carriage up t o 5 km lead complete (manure measure instackswill be reduced by 8%for payment ):Screened through sieve of I.S. designation 20mm. 7 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar1:5 (1 cement : 5 coarse sand) with joints finished flush.Red sand stone 8 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 Stone ballast 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 9 R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in (Footing) excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-200. 10 R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in (Retaining wall)excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-20. 11 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 12 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, platesetc., including welding, grinding, buffing, polishing and making curvature (wherever required)and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing therailing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc.,of required size, on the top of the floor or the side of waist slab with suitable arrangementas per approval of Engineer-in-charge, (for payment purpose only weight of stainless steelmembers shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 13 Supply and fixing of decorative 8 to 16 Watt LED bollard luminaire with driver set confirming to IP 65 protection complete in all respect. 14 S/F of M.S. pipe (Class B- IS : 1239) pole suitable for fixing 40 To 45 Watt post top including 4 pole cable junction box with 5 Amp. rewireablefuse fitting and 5 Amp. switch on laminated cover and M.S. box complete with water tight cover includingMasonary/PCC (1:3:6) work for erecting the pole and 450x450x450mm base above ground and 2x4sqmm Aluminium wire from cable box to lamp for connection including painting the poleby an approved shade on primer coats and necessary reducers on thetop of pole for fixing of post top lantern.The work shall be complete as required up to the satisfaction of Engg.-in-Charge. 15 Cabling for Lights for every 10 m module complete in all respect as per direction of engineer in charge. 16 Grassing with selection No.1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the good earth shall be paid for separately). With grass Turf. 17 Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water) Shrubs Plant 18 Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water) Hedge Plant /Ground cover 19 Supply of Plants with Pots complete in all respect as per direction of engineer in charge.. 20 Supply & fixing of Sculpture complete in all respect as per direction of engineer in charge.. 21 Supply & fixing of Advertising board with L.E.D. Screen as per specifications complete in all respect as per direction of engineer in charge..

BOQ

Name of Work:Development of Linner Green Space at Saharanpur Under SSCL Saharanpur
Sl. No. Item Description
1Landscape, Vehicular Traffic, Pedestrian Area, waterproofing treatment system as under: a) Clean the surface with wire brush and necessary tools and surface must be free from dust, oil etc. b) All construction joint, pin holes tie rod and honey combs to be repair with Concrete Bond-108 (1 Part Concrete Bond-108 : 4 Part Silica Sand )and primer coat on surface with Concrete Bond-108onforming to ASTM-C-881. c) Providing & Laying DONCRETE PT- two- epoxy based flexible, high build, breathable, waterproofing product on clean and sound surface 1.00 kg for one sq.m @ 500 microns on floor spread the material using a squeegee or stiff nylon broom to adhesive coverage and apply second coat the same as above ratio @ 500 microns after 12 hours allow to cure for 24 hours. The product conforming to ASTM- D-412, ASTM-D-1004, ASTM-D-4541 BS:1818 P+-124-ASTM-C-836 EN-13948 & AS4020:200/BS:6920.
2Providing & Laying of 2 Layersof el P.U. coating.
3Providing & Laying of Drain Cells.
4Geosynthetic Drainage with two filtering nonwoven geotextiles having a “W” configuration as longitudinal parallel channels. Minimum thickness to be 7.2mm, with two filtering UV stabilized polypropylene nonwoven geotextile of minimum thickness of 0.75mm having pores of 150 micron and tensile strength of 8.0 kN/m and having plane flow capacity of 2.1 L / (m.s) at hydraulic gradient of 1.0 & 20 kPa pressure ,tensile strength of 18 kN/m , with mass per unit area of 740 gsm.
5Supplying and stacking at site.Good earth
6Supplying and stacking at site. Dump manurefrom approvedsource,including carriage up t o 5 km lead complete (manure measure instackswill be reduced by 8%for payment ):Screened through sieve of I.S. designation 20mm.
740 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar1:5 (1 cement : 5 coarse sand) with joints finished flush.Red sand stone
8Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 Stone ballast 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors.
9R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in (Footing) excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-200.
10R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in (Retaining wall)excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-20.
11Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
12Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, platesetc., including welding, grinding, buffing, polishing and making curvature (wherever required)and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing therailing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc.,of required size, on the top of the floor or the side of waist slab with suitable arrangementas per approval of Engineer-in-charge, (for payment purpose only weight of stainless steelmembers shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
13Supply and fixing of decorative 8 to 16 Watt LED bollard luminaire with driver set confirming to IP 65 protection complete in all respect.
14S/F of M.S. pipe (Class \"B\"- IS : 1239) pole suitable for fixing 40 To 45 Watt post top including 4 pole cable junction box with 5 Amp. rewireablefuse fitting and 5 Amp. switch on laminated cover and M.S. box complete with water tight cover includingMasonary/PCC (1:3:6) work for erecting the pole and 450x450x450mm base above ground and 2x4sqmm Aluminium wire from cable box to lamp for connection including painting the poleby an approved shade on primer coats and necessary reducers on thetop of pole for fixing of post top lantern.The work shall be complete as required up to the satisfaction of Engg.-in-Charge.
15Cabling for Lights for every 10 m module complete in all respect as per direction of engineer in charge.
16Grassing with selection No.1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the good earth shall be paid for separately). With grass Turf.
17Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water) Shrubs Plant
18Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water) Hedge Plant /Ground cover
19Supply of Plants with Pots complete in all respect as per direction of engineer in charge..
20Supply & fixing of Sculpture complete in all respect as per direction of engineer in charge..
21Supply & fixing of Advertising board with L.E.D. Screen as per specifications complete in all respect as per direction of engineer in charge..

AI Tender Summary

OUR REF NO 45977171
AUTHORITY Local Bodies
TENDER VALUE 1.75 Crore
LAST DATE 05-11-2024
Authority
Authority Name Saharanpur Development Authority
Work Description Tender For Development Of Linner Green Space At Saharanpur, 1 Landscape, Vehicular Traffic, Pedestrian Area, waterproofing treatment system as under: a) Clean the surface with wire brush and necessary tools and surface must be free from dust, oil etc. b) All construction joint, pin holes tie rod and honey combs to be repair with Concrete Bond-108 (1 Part Concrete Bond-108 : 4 Part Silica Sand )and primer coat on surface with Concrete Bond-108onforming to ASTM-C-881. c) Providing & Laying DONCRETE PT- two- epoxy based flexible, high build, breathable, waterproofing product on clean and sound surface 1.00 kg for one sq.m @ 500 microns on floor spread the material using a squeegee or stiff nylon broom to adhesive coverage and apply second coat the same as above ratio @ 500 microns after 12 hours allow to cure for 24 hours. The product conforming to ASTM- D-412, ASTM-D-1004, ASTM-D-4541 BS:1818 P+-124-ASTM-C-836 EN-13948 & AS4020:200/BS:6920. 2 Providing & Laying of 2 Layersof el P.U. coating. 3 Providing & Laying of Drain Cells. 4 Geosynthetic Drainage with two filtering nonwoven geotextiles having a “W” configuration as longitudinal parallel channels. Minimum thickness to be 7.2mm, with two filtering UV stabilized polypropylene nonwoven geotextile of minimum thickness of 0.75mm having pores of 150 micron and tensile strength of 8.0 kN/m and having plane flow capacity of 2.1 L / (m.s) at hydraulic gradient of 1.0 & 20 kPa pressure ,tensile strength of 18 kN/m , with mass per unit area of 740 gsm. 5 Supplying and stacking at site.Good earth 6 Supplying and stacking at site. Dump manurefrom approvedsource,including carriage up t o 5 km lead complete (manure measure instackswill be reduced by 8%for payment ):Screened through sieve of I.S. designation 20mm. 7 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar1:5 (1 cement : 5 coarse sand) with joints finished flush.Red sand stone 8 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 Stone ballast 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 9 R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in (Footing) excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-200. 10 R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in (Retaining wall)excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-20. 11 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 12 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, platesetc., including welding, grinding, buffing, polishing and making curvature (wherever required)and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing therailing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc.,of required size, on the top of the floor or the side of waist slab with suitable arrangementas per approval of Engineer-in-charge, (for payment purpose only weight of stainless steelmembers shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 13 Supply and fixing of decorative 8 to 16 Watt LED bollard luminaire with driver set confirming to IP 65 protection complete in all respect. 14 S/F of M.S. pipe (Class B- IS : 1239) pole suitable for fixing 40 To 45 Watt post top including 4 pole cable junction box with 5 Amp. rewireablefuse fitting and 5 Amp. switch on laminated cover and M.S. box complete with water tight cover includingMasonary/PCC (1:3:6) work for erecting the pole and 450x450x450mm base above ground and 2x4sqmm Aluminium wire from cable box to lamp for connection including painting the poleby an approved shade on primer coats and necessary reducers on thetop of pole for fixing of post top lantern.The work shall be complete as required up to the satisfaction of Engg.-in-Charge. 15 Cabling for Lights for every 10 m module complete in all respect as per direction of engineer in charge. 16 Grassing with selection No.1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the good earth shall be paid for separately). With grass Turf. 17 Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water) Shrubs Plant 18 Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water) Hedge Plant /Ground cover 19 Supply of Plants with Pots complete in all respect as per direction of engineer in charge.. 20 Supply & fixing of Sculpture complete in all respect as per direction of engineer in charge.. 21 Supply & fixing of Advertising board with L.E.D. Screen as per specifications complete in all respect as per direction of engineer in charge..
Basic Detail
Tender No 521/SDA/SSCL
Bidding Type Tender
Location
City Saharanpur
State Uttar Pradesh
Key Dates
Publish Date 29 Oct 2024
Submission Date 05 Nov 2024
Open Date 05 Nov 2024
Finance
Tender Value 1.75 Crore
Tender Fee 7900
EMD 10.80 Lakhs
Exemption Not Available
Document List
5373444d-5d21-4e23-865a-14bc0d995222.html
BOQ_1695485.xls
Tendernotice_1.pdf

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Tender Timeline

Oct 29, 2024
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 05, 2024
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Nov 05, 2024

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

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