Guwahati Metropolitan Development Authority-GMDA has published Tender For Construction Of Storm Water Diversion Drain From Basistha Charali To Basistha River On Epc Basis. Submission Date for this Tender is 28-02-2023. Civil Work Tenders in guwahati Assam. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Demolishing boundary wall |
| 2 | 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 lifts and lead of 1000 m as per Technical Specification Clause 202 (II) By Mechanical Means (b) Reinforced Cement Concrete |
| 3 | Dismantling Brick/Tile Work Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (b) Cement mortar |
| 4 | RCC box culvert (3m x 2.5m) |
| 5 | 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 lifts and lead of 1000 m as per Technical Specification Clause 202. C) Reinforced Cement Concrete |
| 6 | Excavation in Marshy Soil Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 m, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.6 |
| 7 | Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 |
| 8 | 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. |
| 9 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 |
| 10 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) |
| 11 | 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 |
| 12 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 |
| 13 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification. |
| 14 | RCC covered (load bearing) drain (3m x 2.5m) |
| 15 | 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 lifts and lead of 1000 m as per Technical Specification Clause 202. C) Reinforced Cement Concrete |
| 16 | Excavation in Marshy Soil Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 m, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.6 |
| 17 | Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 |
| 18 | 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. |
| 19 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 |
| 20 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) |
| 21 | 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 |
| 22 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 |
| 23 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification. |
| 24 | RCC open drain (3m x 2.5m) |
| 25 | 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 lifts and lead of 1000 m as per Technical Specification Clause 202. C) Reinforced Cement Concrete |
| 26 | Excavation in Marshy Soil Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 m, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.6 |
| 27 | Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 |
| 28 | 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. |
| 29 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 |
| 30 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) |
| 31 | 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 |
| 32 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 |
| 33 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification. |
| 34 | Construction ofboundary wall |
| 35 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge All kinds of soil. |
| 36 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 37 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:. Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 38 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 39 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 40 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 41 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete |
| 42 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 43 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts |
| 44 | Providingandlayinginpositionspecifiedgrade of reinforced cement concrete, excluding the cost ofcentering,shuttering,finishingand reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size). |
| 45 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 46 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 47 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) |
| 48 | 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand) |
| 49 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade |
| 50 | Sluice Gate Civil Works |
| 51 | Excavation in Marshy Soil Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 m, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.6 |
| 52 | Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 |
| 53 | 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. |
| 54 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 |
| 55 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) |
| 56 | 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 |
| 57 | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork Without plasticiser Using concrete Mixer RCC Grade M 25 Height 5m to 10m |
| 58 | Sluice Gate Mechanical Works |
| 59 | Fabrication and InstallationofShutter |
| 60 | SKIN PLATE: M.S. Plate 6mm(ISMCSpecification) for new fabrication of shutter skin plate. |
| 61 | SHUTTER FRAME : M.S Channel Size : 175mm x75mmx 6mm for new fabrication of shutter frame |
| 62 | HORIZONTAL&VERTICALSTIFFENERSFOR SHUTTER: M.S Channel Size : 150mm x75mmx 6 mm for new fabrication Horizontal &Vertical Stiffeners |
| 63 | M.S. Channel (175x75x6 ) mm for shutter overtop |
| 64 | M.S Angle 75x75x8mm |
| 65 | M.S. Flat (50x6)mm for fixing rubber seal |
| 66 | “J” type Resilientrubberseal,125 mm (best quality) |
| 67 | “J”type Corner /Seal retainer strip ,125 mm |
| 68 | Nuts & Bolts |
| 69 | M.S.Plate10mmforbrackets |
| 70 | M.SElectrode 8 SWG |
| 71 | Making & Supplyof C.I roller to accommodate rotation of the iron shutter havingspecific suitable collar 10-12 mm & centre hole 10-20 mm,effective length100-120mm Size: 100mm x150mm |
| 72 | ‘F’ shapedrollerbracket made of 10 mm thicknessof size 75x200 mm with hole as per direction to accommodateabove roller , Size : 100 x150 mm |
| 73 | FabricationandInstallationof Guide channel |
| 74 | M.S. Channel 200 x 100 mm for Guide Channel. |
| 75 | M.S. Channel 250 x 80 mm for Bottom Channels etc. |
| 76 | M.S. Plate 10 mm for fitting of Guide Pairs of Channel |
| 77 | M.SAngle (75x75 x 8)mm foranchoring. |
| 78 | Guide channel separator stud with nut on both end with tube of length 250mm to 460mm, for double acting GuideChannel. |
| 79 | M.S. Electrode ,8SWG |
| 80 | GIPipe 25 mmdia for Double guide channel |
| 81 | Fabrication & Installation of the Operating Systems &Lifting Arrangement |
| 82 | C.C Counter Weight circular type of dia. around 400mm with 25 mm dia.Hole in the centrewith weight of 150-300kg as per direction( fine finished) |
| 83 | Counter Weight Holder made of 20 mm to 25mm dia. rod oflength0.5 to0.8 Mwith 100x50 mm channel at the base & ring at the top. |
| 84 | Supply of M.S. Shaft (best quality)75 mmdia. |
| 85 | Thread cutting 2 TPI including fine finishingand makinghole in one end as per direction for 63mm dia shaft , |
| 86 | Shaft Pin of length up to 150 mm & 20 mm dia. |
| 87 | H.D Thrust BallBearing (ISImark) size75 mm |
| 88 | Steel wire Rope,16 mm |
| 89 | ‘U’ Clamp 16 mm |
| 90 | C.I.Boss with internal thread cutting 2TPI making groove forbearing slot for lock plate&1.5’’drill for providinghandle as per direction. size:150 mmX 200mm |
| 91 | M.S Base Plate 300X300x10mm |
| 92 | M.S Lock Plate 300X300x8 mm |
| 93 | Distant tube with pin, size 100 X 12 mm |
| 94 | Clamp for lock plate |
| 95 | G.I pipe for Boss handle, separatortubesize: 25mm |
| 96 | M.SElectrode8 swg |
| 97 | Fabrication & Installation of Platform with Ladder |
| 98 | M.S.Plate6mmforplatform, ladder. |
| 99 | M.S. Channel 150 x 100mm for platform support |
| 100 | M.S angle ( 75x75x8) mm for vertical railing post ,platform supportetc. |
| 101 | M.S angle ( 50x50x6 ) mm for Horizontalrailing rows |
| 102 | M.S. Electrode 8SWG |
| 103 | M.S.Nuts & Bolt |
| 104 | MISC Commissioning Items |
| 105 | Skilledlabour tobe engaged for welding works of arcandgas cutting , measuring &fine finishingworksduring fabrication & installation 3 nosx12 days =36 Men days |
| 106 | Hire charge ofcranewith Capacity of 8 ton with operatorexcluding fuel& lubricant ( Rate as per schl rate of WRD sl. No.17pg.12 ) |
| 107 | Filled Oxygen Gas |
| 108 | Filled D.AGas |
| 109 | HSDiesel for Arc welding generator |
| 110 | W.B Grease |
| 111 | Nylon Rope |
| 112 | Red oxide primer |
| 113 | Antisol red oxide paint |
| 114 | Turpentine oil |
| 115 | Steel wire brush |
| 116 | Painting brush 3” |
| 117 | APDCL Cost (Bidgetory Lump Sump amount for 76,40,037) |
| 118 | Design and Supervision Charge forconsultant (L/S) |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
