Nagpur Municipal Corporation has published Repairing And Maintenance Of Sewer Lines And Chambers For Central Sewerage Zone Zone 2 6 And 8 Repairing And Maintenance Of Sewer Lines And Chambers For Central Sewerage Zone Zone 2 , 6 And 8. Submission Date for this Tender is 09-11-2020. Sewerage Construction Tenders in Nagpur Maharashtra. Bidders can get complete Tender details and download the document.
Name of Work: Repairing & Maintenance of Sewer line & Chamber For Central Sewerage Zone (Zone no. 2,6 & 8) | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | Removing rich mix cement concrete including stacking the spoils as directed with all leads, lifts etc, complete. | BI01010001010000000000000515BI0100001113 | 610.085 | cum |
2 | 2 | Dismantling the R.C.C. Work 1:2:4 and sorting out the materials such as steel etc. as directed and stacking them within the specified lead as directed etc. complete. | BI01010001010000000000000515BI0100001114 | 96.4139 | cum |
3 | 3 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete. | BI01010001010000000000000515BI0100001115 | 166.57 | cum |
4 | 4 | Dismantling brick masonry in lime or cement mortar and stacking the materils as directed with all leads, lifts etc. | BI01010001010000000000000515BI0100001116 | 383.062 | cum |
5 | 5 | Removing Np-2 and Np-3 class pipes including stacking at road side as directed by the Engineer in charge. Upto 900mm dia. etc complete. | BI01010001010000000000000515BI0100001117 | 1295 | cum |
6 | 6 | Excavation for foundation in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 m. beyond the building area and stacking or spreading as directed, dewaterin, preparing the bed for the foundation and necessary back filling, ramming, watering, including shoring and strutting as necessary complete. ( Spec.No. : Bd.A.1Page no 259/ CSR Page No.150 | BI01010001010000000000000515BI0100001118 | 3211.43 | cum |
7 | 7 | Excavation for foundation in Hard Murum and boulders including removing the excavated materials upto a distance of 50 meters, beyond the building area and stacking or spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete.(Spec. No. : Bd.A. 3/Page No. 259 /CSR Page No 150 ii. Lift above 1.5 m to 3.00 m.Depth | BI01010001010000000000000515BI0100001119 | 170.541 | cum |
8 | 8 | Excavation for foundation in hard murum including removing the excavated material upto distance of 50 meters beyond the building area and stacking or spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Spec. No. : Bd.A. 2 Page 259/CSR I Page No. 150 i. Lift upto 1.5 m. | BI01010001010000000000000515BI0100001120 | 1097.62 | cum |
9 | 9 | Excavation for foundation in hard murum including removing the excavated material upto distance of 50 meters beyond the building area and stacking or spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. ii. Lift above 1.5 m to 3.00 m.Depth | BI01010001010000000000000515BI0100001121 | 688.5 | cum |
10 | 10 | Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed,manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.(Bd-A-1/259)\nLift 0 to 1.5 M | BI01010001010000000000000515BI0100001122 | 8070.07 | cum |
11 | 11 | Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distace of 50 M and lifts asnbelow, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A2/259)Lift 0 to 1.5 M | BI01010001010000000000000515BI0100001123 | 1813.12 | cum |
12 | 12 | Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete.a. upto 1.5m lift | BI01010001010000000000000515BI0100001124 | 815.925 | cum |
13 | 13 | Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting as necessary and disposing off excavated stuff as directed etc. completeb. lift 1.5m to 3.0m | BI01010001010000000000000515BI0100001125 | 537.498 | cum |
14 | 14 | Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting as necessary and disposing off excavated stuff as directed etc. completec. lift 3.0m to 4.5m | BI01010001010000000000000515BI0100001126 | 182.97 | cum |
15 | 15 | Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 5.0 to 9.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary) | BI01010001010000000000000515BI0100001127 | 970 | Hour |
16 | 16 | Supplying and placing in required position &filling stone dust(1/3)& Sand (2/3) in cement gunny bags etc complete. | BI01010001010000000000000515BI0100001128 | 2000 | Bag |
17 | 17 | Filling in plinth and floors with approved excavated material in 15cm. to 20cm. layers including watering and compacting etc. complete. | BI01010001010000000000000515BI0100001129 | 4134.17 | cum |
18 | 18 | Filling in plinth and floors with contractors material/brought from outside and approved by Engineer incharge in layers of 15 cm to 20 cm including watering and compaction etc. | BI01010001010000000000000515BI0100001130 | 472.155 | cum |
19 | 19 | Providing soling using 80 mm size granite / quartzite / gneiss / trap metal in 15 cm. layer including hand packing filling voids with sand / grit, ramming, watering complete. (Spec. No. : As directed by Engineer-in-charge /Page No. 154) | BI01010001010000000000000515BI0100001131 | 1061.77 | cum |
20 | 20 | Providing and laying of CLSM ( Controlled Low Strength Material ) as instructed by Engineer In charge ,designed as per IS Code 10262:2009 , flowable concrete with density between 1550kg to 1600 kg per cubic metre, allowable maximum cement content of 50 kg with Fly ash, Aggregates used should be 20 mm down graded with 2 component Mapie ,i) Plasticizer used at time of mixing and Mapie ii) Activator mixed 30 min before discharging ( or as directed by engineer oncharge ) complete without labor. Mode of Billing :- The density is less than normal so the mesurement cant be done on volumetric basis , the volume occupied will be less, hence the rate should be strictly on density by weighing the transit mixer ( Example : rate of CLSM of 1600 kg per cubic metre density should be =xyz Rupees) . ( Prior permission of S.E. is to be obtained before inclusion of this item in the estimate ) | BI01010001010000000000000515BI0100001132 | 1788.21 | cum |
21 | 21 | Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand | BI01010001010000000000000515BI0100001133 | 533.31 | cum |
22 | 22 | Providing and laying for 150 mm dia salt glazed stoneware pipe including fittings Such as bends, tees, single junction, double junctions laying, jointing (including excavation and refilling the trenches) complete. | BI01010001010000000000000515BI0100001134 | 200 | Rmt |
23 | 23 | Providing and laying 100 mm dia salt glazed stoneware pipe including fittings such as bends, tees, single junction, double junctions laying, jointing (including excavation and refilling the trenches) complete. | BI01010001010000000000000515BI0100001135 | 100 | Rmt |
24 | 24 | Providing and laying for 225mm dia. salt glazed S.W. Pipe including fitting such as bends, tees, single junction, double junctions laying, jointing (including excavation and refilling the trenches) complete | BI01010001010000000000000515BI0100001136 | 975 | Rmt |
25 | 25 | Providing , laying and fixing ,jointing Supreme Eco- drain 200 mm SN 4 Nu- Drain Upvc pipes or of equivalent make, manufacture as per EN 13476 or equivalent as per I.S.15328 with fittings such a bends, tees tees, coupler etc, jointing with rubber lubricant including necessary excavation, trench refilling with selective excavated materialetc. complete. | BI01010001010000000000000515BI0100001137 | 75 | Rmt |
26 | 26 | Providing and laying concrete pipes of I.S.NP. IIclass of 100mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete. | BI01010001010000000000000515BI0100001138 | 50 | Rmt |
27 | 27 | Providing and laying weep holes of 100 mm diameter AC/PVC pipes as per drawing for abutment returns, return walls etc. Complete. | BI01010001010000000000000515BI0100001139 | 25 | Rmt |
28 | 28 | R.C.C. PIPES - Providing and Lowering, laying and jointing ISI standard R.C.C. pipes in proper grade and alignment with collar joints in C.M.1:1 proportion or socketed with rubber joints / spigot and Socket joint pipe in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding GST levied by GOI & GOM in all respect including inspection charges, transporting, unloading pipe, cost included in rates below. Class ‘NP-II’225 mm | BI01010001010000000000000515BI0100001140 | 128.378 | Rmt |
29 | 29 | R.C.C. PIPES - Providing and Lowering, laying and jointing ISI standard R.C.C. pipes in proper grade and alignment with collar joints in C.M.1:1 proportion or socketed with rubber joints / spigot and Socket joint pipe in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding GST levied by GOI & GOM in all respect including inspection charges, transporting, unloading pipe, cost included in rates below. Class ‘NP-II300 mm | BI01010001010000000000000515BI0100001141 | 5805 | Rmt |
30 | 30 | R.C.C. PIPES - Providing and Lowering, laying and jointing ISI standard R.C.C. pipes in proper grade and alignment with collar joints in C.M.1:1 proportion or socketed with rubber joints / spigot and Socket joint pipe in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding GST levied by GOI & GOM in all respect including inspection charges, transporting, unloading pipe, cost included in rates below. Class ‘NP-II450 mm | BI01010001010000000000000515BI0100001142 | 1445 | Rmt |
31 | 31 | Providing and laying in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, formwork, laying/pumping cover blocks, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand | BI01010001010000000000000515BI0100001143 | 149.684 | cum |
32 | 32 | Providing and laying in situ / ready mix M20 RCC of trap/ granite/ quartzite/ gneiss metal for RCC work of ballast walls, kerbs and box returns including scaffolding, compaction, formwork finishing and curing etc. complete. (excluding reinforcement, with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with Natural / VSI standard Artificial Sand) | BI01010001010000000000000515BI0100001144 | 757.734 | cum |
33 | 33 | Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings as per detailed designs and drawings including centering, formwork, cover blocks, laying/pumping, compactionfinishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand | BI01010001010000000000000515BI0100001145 | 140.129 | cum |
34 | 34 | Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including centering, formwork, cover blocks, laying/pumping, compactionand roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand | BI01010001010000000000000515BI0100001146 | 2.116 | cum |
35 | 35 | Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. | BI01010001010000000000000515BI0100001147 | 68.8069 | MT |
36 | 36 | Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted / bolted / welded connections without connecting plates, braces etc. and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade complete.(Spec. No. : Bd.C. 2/Page No. 275/ CSR page no.174) | BI01010001010000000000000515BI0100001148 | 0.3 | MT |
37 | 37 | Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in foundations and plinth of inner walls/ in plinth external walls including bailing out water manually , striking joints on unexposed faces, raking out joints on exposed faces and watering etc. Complete. | BI01010001010000000000000515BI0100001149 | 157.346 | cum |
38 | 38 | Providing internal cement plaster 12mm thick in single coat in cement mortar 1:4 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc. complete. | BI01010001010000000000000515BI0100001150 | 403.5 | SQM |
39 | 39 | Providing and fixing in position steel fibre reinforced concrete (S.F.R.C.) frame and covers of approved make including loading, unloading, transportation, all taxes, etc.complete | BI01010001010000000000000515BI0100001151 | 307 | Each |
40 | 40 | Providing and fixing precast 80 mm thick RCC Cover in M-20 for man holes of various sizes with reinforcement of 10 mm dia both way tied with tack welding @ 150 mm c/c with 2 hooks of 12 mm dia bars etc.complete.2) 750 x 600 mm | BI01010001010000000000000515BI0100001152 | 410 | Each |
41 | 41 | Providing and fixing precast 80 mm thick RCC Cover in M-20 for man holes of various sizes with reinforcement of 10 mm dia both way tied with tack welding @ 150 mm c/c with 2 hooks of 12 mm dia bars etc.complete.2) 1050 x 750 mm | BI01010001010000000000000515BI0100001153 | 25 | Each |
42 | 42 | Providing and fixing precast 125 mm thick Plain covers casted in M-30 with reinforcement of 10 mm dia bars both way @ 150 mm c/c tied with tack welding, with 2 hooks of 12 mm dia bars finishing in c.m.1:3 etc.complete.1) 1050 x750mm | BI01010001010000000000000515BI0100001154 | 25 | Each |
43 | 43 | Providing and fixing precast 125 mm thick Plain covers casted in M-30 with reinforcement of 10 mm dia bars both way @ 150 mm c/c tied with tack welding, with 2 hooks of 12 mm dia bars finishing in c.m.1:3 etc.complete.2) 750 x600mm | BI01010001010000000000000515BI0100001155 | 362 | Each |
44 | 44 | Providing and fixing Ductile iron Man Hole Covers/ Strom Water Grating and Grating with frame of Various sizes, weight and types and load bearing capacity as per EN-124, equivalent NECO with prior approval of concerned Superitending Engineer. | BI01010001010000000000000515BI0100001156 | 15940 | KG |
45 | 45 | Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for steps including steel centering, plywood/steel formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.),with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand | BI01010001010000000000000515BI0100001157 | 77.4 | cum |
46 | 46 | Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, plywood/steel formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc | BI01010001010000000000000515BI0100001158 | 365.14 | cum |
47 | 47 | Providing and laying Cast in situ/Ready Mix cement concrete M-15 of trap/ granite/quartzite/gneiss metal for coping to plinth or parapet, moulded or chamfered as per drawing or as directed including steel centering, plywood/ steel formwork compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.) | BI01010001010000000000000515BI0100001159 | 7.8 | cum |
48 | 48 | Providing and laying Cast in situ/Ready Mix cement concrete in M20 of trap/ granite/quartzite/gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, plywood/steel formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. | BI01010001010000000000000515BI0100001160 | 63.18 | cum |
49 | 49 | Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 100MM thick in M-40 grade of approved size and shape for City streets and roads with high volume/ heavy traffice as specified and as per IS 15658:2006 including cost of all materials, manufacturing, curing, transportation of blocks to work site including loading, unloading and stacking as directed, laying paving blocks in position over prepared bed of natural sand / crushed sand of 50 mm thickness including necessary excavation in all stratas, spreading blindge of fine sand over the prepared bed, compacting blocks by plate vibrator etc. complete. | BI01010001010000000000000515BI0100001161 | 1540.8 | SQM |
50 | 50 | Maintaning managing operting the traffic plying on road during day and night Smoothly and Safely as and when requried without hinderance to traffic during entire construction activity by providing necessary equipment such as various road signs delineators etc A) Providing and Fixing G.I Corrugated iron sheets for traffic barracating during road construction including ballis , necessary excavation fixing ballis fixing iron sheets with iron sheets with iron screws and bolts with bitumin washers and painting the outside aera of iron sheets with enamel paint etc completed ( Height = 1.20 m ) (Approved Rate for C.C. Road Phase III, Pckg-XI year 2018-19 by S.E.PWD NMC dt.4/10/2018) | BI01010001010000000000000515BI0100001162 | 60 | Rmt |
51 | 51 | Hire of air Compressor with pneumatic chisel attachment for cutting hard clay/ Concrete etc. Complete. (PWD CSR 2019-20) | BI01010001010000000000000515BI0100001163 | 150 | per Hour |
52 | 52 | Transportation of Material obtained from debries of various sorts including necessary excavation / loosing including loading,unloading and conveying and disposing as directed.3 Km | BI01010001010000000000000515BI0100001164 | 575.349 | cum |
53 | 53 | Transportation of Material obtained from debries of various sorts including necessary excavation / loosing including loading,unloading and conveying and disposing as directed5 Km | BI01010001010000000000000515BI0100001165 | 3857.3 | cum |
54 | 54 | Transportation of Material obtained from debries of various sorts including necessary excavation / loosing including loading,unloading and conveying and disposing as directed10 Km | BI01010001010000000000000515BI0100001166 | 917.912 | cum |
55 | 55 | Carrying out levelling survey by TOTAL STATION for sewerage pipe network including painting & preserving temporary bench marks at site, Computing reduced level, data entry of R.L. for L-section, Closing the every days survey including travelling expenses, carting & hire charges of survey instruments, engaging required engineering staff and labour etc. complete. Demarkation of chambers & lines, plotting of drawing on Auto-cad, GPS marking and providing hard/soft copy before execution and after execution of work with marking on it including trial pits at suitable interval as directed by Engineer Incharge. | BI01010001010000000000000515BI0100001134 | 500 | Km |
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