Smart City Development Limited has published Design Engineering Procurement Construction And Development Of House Service Connections Sewerage Network And Septic Tanks In Existing Pmay Area Uttaili With 1 Year Defect Liability Period In Satna Mp Complete Design Detail And Development Of Sewerage Net. Submission Date for this Tender is 01-03-2021. Sewerage Construction Tenders in Satna Madhya Pradesh. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 11-Feb-2021 | Corrigendum01 | Other | 22-02-2021 |
| 2 | 17-Feb-2021 | Corrigendum02 | Date | 01-03-2021 |
| Name of Work: Design, Engineering, Procurement, Construction (EPC) and Development of House Service Connections, Sewerage Network & Septic Tanks in existing PMAY Area (Uttaili) with 1 year Defect Liability Period in Satna Madhya Pradesh. | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in Excavation for pipe trench in all kinds of soil and WBM in areas including dressing, watering and ramming and disposal of Excavated earth lead upto 50 meters and lift upto 1.5m, disposal earth to be leveled, neatly dressed.\n\n | 1 | 4596.61 | cum |
| 2 | 1.1 | Extra over and above item no. 1 for every additional lift of 1.5m or part there of over item 1 . beyond 1.5 meter and upto 3.0 meter | 2 | 367 | cum |
| 3 | 1.2 | Extra over and above item no. 1 for every additional lead up to 50 m or part thereof over item 1 . beyond 1.5 meter and upto 3.0 meter | 3 | 367 | cum |
| 4 | 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. | 4 | 2992 | cum |
| 5 | 2.1 | Extra over and above item no. 2 for every additional lift of 1.5 m or part thereof in.beyond 1.5 meter and upto 3.0 meter. | 5 | 1222 | cum |
| 6 | 2.2 | Extra over and above item no. 2 for every additional lift of 1.5 m or part thereof in.beyond 3.0 meter and upto 4.5 meter. | 6 | 417 | cum |
| 7 | 3 | Filling available excavated earth in trenches, plinth sides of foundation in layers not exceeding 20cm. in depth including consolidation of each layer by ramming watering, lead up to 50m and lift up to 1.5m in all kinds of soils | 7 | 4782 | cum |
| 8 | 4 | Carriage of Material by Mechanical transport including loading unloading & stacking etc. Upto 1 km | 8 | 2806 | cum |
| 9 | 5 | Close timbering/steel in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered). | 9 | ||
| 10 | 5.1 | Depth not exceeding 1.5m | 10 | 474 | sqm |
| 11 | 5.2 | Depth exceeding 1.5m but not exceeding 3 m. | 11 | 225 | sqm |
| 12 | 6 | Supplying and filling in plinth under floors including, watering, ramming consolidating and dressing complete.For Pipe bedding | 12 | 342 | cum |
| 13 | 7 | Providing, laying and jointing following P.V.C. - U pipes with solvent cement joint for Non-pressure gravity drain and sewer applications including testing of joints, cost of jointing materials etc. complete in all respect. [Conform to IS 15328:2003, solvent cement shall conform to IS 14182]. | 13 | ||
| 14 | 7.1 | 160 mm dia | 14 | 760 | RM |
| 15 | 8 | Providing and supply of DWC HDPE Pipes of renowned duly tested inclusive of all taxes related to central, state and municipal, inclusive of excise duty, inspection charges, transpotation charges, transit insuranse, loading/ unloading and complete. Of outer dia of pipe\n | 15 | ||
| 16 | 8.1 | 200 mm dia pipe | 16 | 3849 | Meter |
| 17 | 9 | Construction of circular type manhole 900 mm internal dia. at bottom, 560 mm dia at top total depth of manhole 900 mm in brick masonry with 1:5 cement mortar (1 cement : 5 fine sand), 12 mm thick Cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement . 22.5 cm foundation in cement concrete grade M-10 (Nominal Mix) with stone aggregate 40mm nominal size, RCC top slab cement concrete M-20 (Nominal Mix) with stone aggregate 20mm nominal size and making channel in cement concrete grade M-15 (Nominal Mix) with stone aggregate 20mm nominal size neatly finished, curing fixing of ISI marked heavy duty SFRC cover etc. complete as per standard design. | 17 | 321 | Each |
| 18 | 9.1 | Extra for increasing depth of manhole mentioned at Item No. 9 from depth of 900mm to 1650mm. | 18 | 158 | Meter |
| 19 | 10 | Construction of circular type manhole 1200mm internal dia at bottom, 560mm dia at top in brick masonry class designation 40 with 1:5 cement mortar 1:5 (1 cement : 5 Coarse sand) 1680m depth, 12mm thick cement plaster 1:3 cement plaster (1 cement : 3 Coarse sand) finished with a floating coat of neat cement. 30cm thick foundation in cement concrete grade M-10 (Nominal Mix) with stone aggregate 40mm nominal size, RCC grade M-20 (Nominal Mix) with stone aggregate M-20 nominal size on top slab and making channel in cement concrete grade M-15 (Nominal Mix) with stone aggregate 20mm nominal size neatly finished, supply,curing and fixing of SFRC cover and frame (heavy duty HD-20) 560mm internal dia conforming to IS 12592 | 19 | 89 | Each |
| 20 | 10.1 | Extra for increasing depth of manhole mentioned at Item No. 10 from 1680 mm to 2290 mm with modular brick class designation 40.\n | 20 | 20 | Meter |
| 21 | 11 | Construction of circular type of manhole 1500 mm internal dia. at bottom, 560 mm dia at top, total depth of 1500 mm internal dia. at manhole 2650mm in brick masonry with 1:5 cement mortar ( 1 cement : 5 fine sand), 12 mm thick Cement plaster 1:3 (1 cement : 3 coarse sand ) finished with a floating coat of neat cement. 30 cm thick foundation in Cement concrete grade M-7.5 (Nominal Mix) with stone aggregate 40 mm nominal size, RCC Cement Concrete grade M-20 (Nominal Mix) with 20mm Nominal size on top slab and making channel in cement concrete grade M-15 (Nominal Mix) with stone aggregate 20 mm nominal size neatly finished,supply, curing fixing of ISI marked reinforced concrete heavy duty cover complete. as per standard design \n\n | 21 | 3 | Each |
| 22 | 11.1 | Extra for increasing depth of manhole mentioned at Item No. 11 from depth 2.65m to 4.25 m | 22 | 1 | Meter |
| 23 | 12 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level. | 23 | ||
| 24 | 12.1 | Cement concrete grade M-10 (Nominal Mix) with 40 mm maximum size of stone aggregate | 24 | 76 | cum |
| 25 | 12.2 | Cement concrete grade M-15 (Nominal Mix) with 40 mm maximum size of stone aggregate | 25 | 10 | cum |
| 26 | 12.3 | Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate | 26 | 10 | cum |
| 27 | 13 | Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete work including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement. including Admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. M-25 grade reinforced cement concrete by using 410 kg. of cement per cum of concrete. All work up to floor 2 level. | 27 | 20 | cum |
| 28 | 14 | Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete work including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement. including Admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. M-30 grade reinforced cement concrete by using 420 kg. of cement per cum of concrete. All work up to floor 2 level. | 28 | 488 | cum |
| 29 | 15 | Centering and shuttering including strutting, propping etc.and removal of form for : | 29 | ||
| 30 | 15.1 | Foundations, footings, bases of columns, etc. For mass concrete. | 30 | 57 | Sqm |
| 31 | 15.2 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc | 31 | 1262 | Sqm |
| 32 | 15.3 | Suspended floors, roofs, landings, balconies and access platform. | 32 | 704 | Sqm |
| 33 | 15.4 | Columns, Pillars, Piers, Abutments, Posts and Struts | 33 | 20 | Sqm |
| 34 | 16 | Supplying ,Fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specification and relevant clauses of section | 34 | 48849 | Kg |
| 35 | 17 | Brick work with modular extruded brunt fly ash clay sewer bricks (Conforming to IS: 4885 - 1988) in foundation and plinth :Cement mortar 1:4 (1 cement : 4 coarse sand) | 35 | 10 | cum |
| 36 | 17.1 | 12 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) | 36 | 50 | sqm |
| 37 | 18 | 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 fine sand) | 37 | 1511 | sqm |
| 38 | 19 | Constructing Brick masonry manhole in cement mortar 1:4 (1cement:4 fine sand) RCC top slab Cement Concrete grade M-15 (Nominal Mix) with stone aggregate 20mm nominal size, foundation in cement concrete grade M-7.5 (Nominal Mix) with stone aggregate 40mm nominal size, inside plastering 12 mm thick with cement mortar 1:3 (1 cement:3 coarse sand) finished with a floating coat of neat cement and making channels in Cement Concrete grade M-15 (Nominal Mix) with stone aggregate 20mm nominal size including finishing the channel to shape, curing etc. | 38 | ||
| 39 | 20 | Man hole with above specifications having inside size 900x450mm and 900mm deep including Pre Cast RCC Man hole Cover (Heavy Duty) 500mm dia having 100mm thickness conforming to IS : 12592 - 2002 complete. | 39 | 10 | Each |
| 40 | 21 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of require shape and approved quality.Rectangular shape 600x450 mm internal dimensions | 40 | 8 | Each |
| 41 | 22 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture?s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block grade M-10 (Nominal Mix with 20mm maximum size of stone aggregate) complete as per design. | 41 | 2801 | Each |
| 42 | 23 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in-charge. | 42 | 10 | cum |
| 43 | 24 | Dismantling of cement concrete pavement i/c breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead upto 1000 meter, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200.\n | 43 | 245 | cum |
| 44 | 25 | 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 25mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table of MORTH Specifications 600-1, cement content not to be less than 200 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 , compacting with 8-10 tonnes vibratory roller, finishing and curing and as per relevant clauses of section-603. | 44 | 70 | cum |
| 45 | 26 | Construction of dowel jointed, plain cement concrete pavement in M-30 grade concrete over a prepared sub base with 43 grade cement maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver with spreading the concrete by shovels, rakes compacted using needle, screed and plate vibrator and finished in a continuous operation including provision of contraction, expansion, and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, placing of dowel bar,tie rod admixtures as approved, curing compound, finishing to lines and grades as per approved drawings as per IRC-15 2002 and as per relevant clauses of section-602 of specifications complete but excluding cost fo steel in dowel ber & tie rod etc. | 45 | 175 | cum |
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