Raipur Development Authority Tender
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Raipur Development Authority Tender
Opening Date19 Feb 2019
Closing Date18 Mar 2019
Tender AmountRefer Documents
Costs
EMD
₹ 2,80,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
49750Bid Award Id
ViewTender No
49750Tender Authority
Raipur Development Authority ViewPurchaser Address
-Website
http://http://www.rdaraipur.com/
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Documents
BOQ Items
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Clearing and grubbing road land including uprooting rank vegetation, grass, bushes,shrubs, saplings and trees girth up to 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used inclusive of all lead including removal and disposal of top organic soil not exceeding 150mm in thickness if required and as per relevant clauses of section-200 in the Area of light jungle 10 m.
0.38
-
1
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Clearing and grubbing road land including uprooting rank vegetation, grass, bushes,shrubs, saplings and trees girth up to 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used inclusive of all lead including removal and disposal of top organic soil not exceeding 150mm in thickness if required and as per relevant clauses of section-200 in the Area of light jungle,parking area & criculation area.
0.19
-
1
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Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit and as per relevant clauses of section-200 for :- Girth from 300 mm to 600 mm
30
30
1
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Excavation in Soil (by Mechanical Means.) Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site and unloading with all lifts and lead as per relevant clauses of section 300. 12m Row
5112
5112
1
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Excavation in Soil (by Mechanical Means.) Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site and unloading with all lifts and lead as per relevant clauses of section 300. 10m Row
3810
3810
1
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Excavation in Soil (by Mechanical Means.) Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site and unloading with all lifts and lead as per relevant clauses of section 300. Parking Area & Criculation Area
1941.25
1941
1
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Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials having C.B.R. 5 (unless specified otherwise in the contract) deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2)
216.27
216
1
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Compacting Original Ground supporting embankment Loosening, leveling and compacting original ground to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at O.M.C. and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction. 12 RoW
766.8
766
1
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Compacting Original Ground supporting embankment Loosening, leveling and compacting original ground to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at O.M.C. and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction. 10m RoW
571.5
571
1
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Compacting Original Ground supporting embankment Loosening, leveling and compacting original ground to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at O.M.C. and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction. Parking Area & Criculation Area
291.19
291
1
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Construction of Sub-Grade with Material Obtained from Borrow Pits/Borrow Area (Construction of sub-grade with approved material/selected soil having (CBR-10)as specified by the Engineer in Charge (unless specified otherwise in the contract) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2), 12m RoW
5112
5112
1
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Construction of Sub-Grade with Material Obtained from Borrow Pits/Borrow Area (Construction of sub-grade with approved material/selected soil having (CBR-10)as specified by the Engineer in Charge (unless specified otherwise in the contract) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2), 10m RoW
4572
4572
1
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Construction of Sub-Grade with Material Obtained from Borrow Pits/Borrow Area (Construction of sub-grade with approved material/selected soil having (CBR-10)as specified by the Engineer in Charge (unless specified otherwise in the contract) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2), Parking Area & Criculation Area
1941.25
1941
1
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Construction of granular sub-base by providing graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface density, complete as per clause 401watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401 A Plant mix method (with Mechanically crushed stone only) For Lower Sub-base cum drainage layer or upper subbase (ii) Grading-vi Material ,12m RoW
877.6
877
1
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Construction of granular sub-base by providing graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface density, complete as per clause 401watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401 A Plant mix method (with Mechanically crushed stone only) For Lower Sub-base cum drainage layer or upper subbase (ii) Grading-vi Material ,10m RoW
457.2
457
1
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Construction of granular sub-base by providing graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface density, complete as per clause 401watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401 A Plant mix method (with Mechanically crushed stone only) For Lower Sub-base cum drainage layer or upper subbase (ii) Grading-vi Material , Parking Area & Criculation Area
388.25
388
1
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Dry Lean Cement Concrete Sub-base as per IRC:SP-49 (Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 26.5 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with
electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing as per clause 601.) 12m RoW
639
639
1
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Dry Lean Cement Concrete Sub-base as per IRC:SP-49 (Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 26.5 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with
electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing as per clause 601.) 10m RoW
457.2
457
1
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Dry Lean Cement Concrete Sub-base as per IRC:SP-49 (Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 26.5 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with
electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing as per clause 601.) parking area & criculation Area
388.25
388
1
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Dry Lean Cement Concrete Sub-base as per IRC:SP-49 (Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 26.5 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with
electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing as per clause 601.) 5% extra for jucton flaring
74.23
74
1
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Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base, coarse and fine aggregate conforming to IS:383, and graded as per table 600-3, mixed as per approved mix design at site, laid, spread, vibrated, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, de-bonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per clause 602.) 12m RoW
799
799
1
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Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base, coarse and fine aggregate conforming to IS:383, and graded as per table 600-3, mixed as per approved mix design at site, laid, spread, vibrated, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, de-bonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per clause 602.) 10m RoW
571.7
571
1
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Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base, coarse and fine aggregate conforming to IS:383, and graded as per table 600-3, mixed as per approved mix design at site, laid, spread, vibrated, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, de-bonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per clause 602.) 5% extra for juction flaring
68.5
68
1
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Providing & Laying Precast interlocking concrete blocks of minimum copressive strength of 300kg/sq.cm and approved size,shape/pattern over coarse sand bed of thickness upto 40mm and jonts thick filled with fine sand including leveling with surface vibrator, temping and sweeping etc.complete as per IRC-SP-63-2004.Parking Area & Criculation Area
1941.25
1941
1
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Excavation for drain (Earth work in excavation for as per drawing and technical specification, including setting out,drain/chamber construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) excavation
2635.2
2635
1
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Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications. P.C.C. M-10
207.4
207
1
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Construction of RCC drain/chamber cover, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications excluding reinforcement. with RCC M-20 Drain raft
274.5
274
1
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Construction of RCC drain/chamber cover, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications excluding reinforcement. with RCC M-20.wall
439.2
439
1
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Construction of RCC drain/chamber cover, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications excluding reinforcement. with RCC M-20 ,slab /cover
549
549
1
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Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete: Thermo-Mechanically Treated bars FE -500D
101016
101016
1
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Excavation for drain (Earth work in excavation for drain/chamber 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) Utility Crossings for 9m & 12m ROW,Utility Crossings for 200mm & 300mm dia. pipe excavation
913.5
913
1
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Excavation for drain (Earth work in excavation for drain/chamber 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),head wall
271.69
271
1
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Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications.P.C.C. M-10.Utility crossing Head wall bottom for pcc
4.8
4
1
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Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications.P.C.C. M-10 , Utility crossing Head wall concrete
50.4
50
1
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Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications.P.C.C. M-10 Head wall pillar
10.7
10
1
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Providing 1st class bedding below pipes with graded sand or other granular materials passing through 5.6 mm sieve as per clause 2904.
100.8
100
1
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Supplying and laying following size RCC Hume pipe class NP-2 (in standard length of 2 metre) with collar in ground below road, path etc at a depth not less than 50 cm and upto 90 cm including excavation, dismantling of road if required and refilling the trench with excavated material, ramming and making the surface good etc. as required. 300 mm dia. R.C.C. pipe
420
420
1
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Supplying and laying following size RCC Hume pipe class NP-2 (in standard length of 2 metre) with collar in ground below road, path etc at a depth not less than 50 cm and upto 90 cm including excavation, dismantling of road if required and refilling the trench with excavated material, ramming and making the surface good etc. as required.200 mm dia. R.C.C. pipe
420
420
1
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Total Earth Work Quantity, 80mm diametre pipe
247.5
247
1
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Total Earth Work Quantity, 100mm diametre pipe
429
429
1
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Earth work in excavation for pipe trench in ordinary soil are as including dressing, watering and ramming and disposal of excavated earth lead up to 50meter sand lift up to 1.5m, disposal earth to be leveled,neatly dressed.
676.5
676
1
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Providing and laying mechanically mixed cement concrete with crushed stone aggregate excluding centering and shuttering (with 40mm nominal size graded stone aggregate) M- 10 Grade,thrust block
0.7
-
1
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Construction of RCC drain/chamber cover, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications excluding reinforcement. with RCC M-20,Thrust block
2.6
2
1
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Providing and fixing formwork i/c centering shuttering, strutting, staging, propping, bracing etc. complete and i/c removal of formwork.Foundation /footing /column base/ plinth beam of any shape and size up to plinth level,trust block
2
2
1
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Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete:Thermo-Mechanically Treated bars FE -500D
208
208
1
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Providing, laying and jointing of galvanised Iron(MS) Pipes with specials (such as bends, elbows, tees etc.) class light, medium & heavy including testing of joints, cost of pipes, specials and jointing materials all complete. Pipes and sockets Conforming to IS-1239/2004 Part-I & Part-II.80mm dia (Heavy)
660
660
1
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Providing, laying and jointing of galvanised Iron(MS) Pipes with specials (such as bends, elbows, tees etc.) class light, medium & heavy including testing of joints, cost of pipes, specials and jointing materials all complete. Pipes and sockets Conforming to IS-1239/2004 Part-I & Part-II.100mm dia (Heavy)
650
650
1
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Providing & fixing of Cast iron double flanged sluice valves as per I.S.:14846-2000 fitted with cast iron cap including jointing & testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete. (Steel Spindle) 80 mm diameter (Pressure rating PN - 1.6)
10
10
1
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Providing & fixing of Cast iron double flanged sluice valves as per I.S.:14846-2000 fitted with cast iron cap including jointing & testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete. (Steel Spindle) 100 mm diameter (Pressure rating PN - 1.6)
5
5
1
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Providing and Supplying of following G.I.Specials as per relevant IS1239, ISI marked for usage in Drinking water inclusive of all materials,Central,State and Municipal taxes and duties inspection charges, transit insurance, loading/unloading FOR site unloading& stacking etc. complete as per direction of Engineer-in-Charge.GI REDUCER (HEAVY) 100 mm x 80 mm
5
5
1
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Providing and Supplying of following G.I.Specials as per relevant IS1239, ISI marked for usage in Drinking water inclusive of all materials,Central,State and Municipal taxes and duties inspection charges, transit insurance, loading/unloading FOR site unloading& stacking etc. complete as per direction of Engineer-in-Charge.G I UNEQUAL TEE (HEAVY) 100 mm x 80 mm
6
6
1
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Providing and Supplying of following G.I.Specials as per relevant IS1239, ISI marked for usage in Drinking water inclusive of all materials,Central,State and Municipal taxes and duties inspection charges, transit insurance, loading/unloading FOR site unloading& stacking etc. complete as per direction of Engineer-in-Charge.G.I. Equal Elbow plain 80mm
2
2
1
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Providing and Supplying of following G.I.Specials as per relevant IS1239, ISI marked for usage in Drinking water inclusive of all materials,Central,State and Municipal taxes and duties inspection charges, transit insurance, loading/unloading FOR site unloading& stacking etc. complete as per direction of Engineer-in-Charge.G.I. Equal Elbow plain 100mm
2
2
1
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Providing and Supplying of following G.I.Specials as per relevant IS1239, ISI marked for usage in Drinking water inclusive of all materials,Central,State and Municipal taxes and duties inspection charges, transit insurance, loading/unloading FOR site unloading& stacking etc. complete as per direction of Engineer-in-Charge.G.I. Equal Tee plain 80mm
15
15
1
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Providing and Supplying of following G.I.Specials as per relevant IS1239, ISI marked for usage in Drinking water inclusive of all materials,Central,State and Municipal taxes and duties inspection charges, transit insurance, loading/unloading FOR site unloading& stacking etc. complete as per direction of Engineer-in-Charge.G.I. Equal Tee plain 100mm
4
4
1
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Providing and Supplying of following G.I.Specials as per relevant IS1239, ISI marked for usage in Drinking water inclusive of all materials,Central,State and Municipal taxes and duties inspection charges, transit insurance, loading/unloading FOR site unloading& stacking etc. complete as per direction of Engineer-in-Charge.G.I. Coupling 80mm
10
10
1
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Providing and Supplying of following G.I.Specials as per relevant IS1239, ISI marked for usage in Drinking water inclusive of all materials,Central,State and Municipal taxes and duties inspection charges, transit insurance, loading/unloading FOR site unloading& stacking etc. complete as per direction of Engineer-in-Charge.G.I. Coupling 100mm
10
10
1
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Providing and Supplying of following G.I.Specials as per relevant IS1239, ISI marked for usage in Drinking water inclusive of all materials,Central,State and Municipal taxes and duties inspection charges, transit insurance, loading/unloading FOR site unloading& stacking etc. complete as per direction of Engineer-in-Charge. M.S.Saddle Piece 15mm.
5
5
1
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Providing and Supplying of following G.I.Specials as per relevant IS1239, ISI marked for usage in Drinking water inclusive of all materials,Central,State and Municipal taxes and duties inspection charges, transit insurance, loading/unloading FOR site unloading& stacking etc. complete as per direction of Engineer-in-Charge. M.S.Saddle Piece 20mm.
5
5
1
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Providing and Supplying of following G.I.Specials as per relevant IS1239, ISI marked for usage in Drinking water inclusive of all materials,Central,State and Municipal taxes and duties inspection charges, transit insurance, loading/unloading FOR site unloading& stacking etc. complete as per direction of Engineer-in-Charge. M.S.Saddle Piece 80mm.
5
5
1
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Providing and Supplying of following G.I.Specials as per relevant IS1239, ISI marked for usage in Drinking water inclusive of all materials,Central,State and Municipal taxes and duties inspection charges, transit insurance, loading/unloading FOR site unloading& stacking etc. complete as per direction of Engineer-in-Charge. M.S.Saddle Piece 100mm.
5
5
1
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Providing and Supplying of following G.I.Specials as per relevant IS1239, ISI marked for usage in Drinking water inclusive of all materials,Central,State and Municipal taxes and duties inspection charges, transit insurance, loading/unloading FOR site unloading& stacking etc. complete as per direction of Engineer-in-Charge.Rubber sheet for Flange set .80mm
20
20
1
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Providing and Supplying of following G.I.Specials as per relevant IS1239, ISI marked for usage in Drinking water inclusive of all materials,Central,State and Municipal taxes and duties inspection charges, transit insurance, loading/unloading FOR site unloading& stacking etc. complete as per direction of Engineer-in-Charge.Rubber sheet for Flange set .100mm
10
10
1
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MS BOLTS AND NUTS,16 mm dia x 65 to 90 mm length fully threaded bolts and nuts with 2 Nos
10
10
1
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Providing and fixing fullway gate valves tested to21.00kg/sq.cm. Conforming to IS 778/1984 (Reaffirmed 2005) Class-I 80mm dia (Screwed/Flanged)
10
10
1
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Providing & fixing cast iron double air valves, flanged without in-built isolating valve as per IS:14845-2000 including jointing & testing with cost of jointing material and rubber insertion all complete as per IS :13095-1991 80 mm dia PN-1.6
2
2
1
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Providing 1st class bedding below pipes with graded sand or other granular materials passing through 5.6 mm sieve as per clause 2904.80 mm diameter pipe
33
33
1
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Providing 1st class bedding below pipes with graded sand or other granular materials passing through 5.6 mm sieve as per clause 2904.100 mm diameter pipe
35.75
35
1
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Providing, laying, jointing, testing and commissioning of D.I Dismantling joint with M.S. Nut stud & washers coated for rust prevention & internal rubber rings etc. complete assembly set as per type design inclusive of all taxes & duties, insurance, loading/ unloading & stacking FOR at site all complete as per technical Specifications and as per direction of Engineer.100 mm diameter
5
5
1
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Providing, laying, jointing, testing and commissioning of D.I Dismantling joint with M.S. Nut stud & washers coated for rust prevention & internal rubber rings etc. complete assembly set as per type design inclusive of all taxes & duties, insurance, loading/ unloading & stacking FOR at site all complete as per technical Specifications and as per direction of Engineer.80 mm diameter
10
10
1
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Constructing masonry Chamber 90x90x100 cm, inside with modular well burnt clay bricks of 35 kg/ cm² in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm. top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design :
15
15
1
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