Smart City Development Limited has published Repair , Restoration And Improvement Of Anasagar Escape Channel From Anasagar To Nasirabad Road Crossing . As Per Bid Document. Submission Date for this Tender is 21-12-2020. Canal Construction Tenders in Ajmer Rajasthan. Bidders can get complete Tender details and download the document.
| Name of Work: Repair, Restoration, and Improvement of Anasagar Escape Channel from Anasagar to Nasirabad road crossing. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Carriage of Materials by mechanical transport including loading, unloading and stacking :1.1.1 Earth, lead for 10 km | BI01010001010000000000000515BI0100000961 | 3474.16 | Cum |
| 2 | 2 | Carriage of Materials by mechanical transport including loading, unloading and stacking : Stone, boulders, gravelly material, lead for 10 km | BI01010001010000000000000515BI0100000962 | 1809.27 | Cum |
| 3 | 3 | 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 to required compaction as per MoRT&H specification clause 201. (Measurment of girth to be done at height of 1 m above ground level)\nGirth from 300 mm to 600 mm | BI01010001010000000000000515BI0100000963 | 30 | each |
| 4 | 4 | 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 to required compaction as per MoRT&H specification clause 201. (Measurment of girth to be done at height of 1 m above ground level):Girth from 600 mm to 900 mm | BI01010001010000000000000515BI0100000964 | 30 | each |
| 5 | 5 | Dismantling of existing structures like culverts, bridges, retaining walls, CC road 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 50 metres as directed by Engineer.\n:Dismantling Stone Masonry :Rubble stone masonry in cement mortar. | BI01010001010000000000000515BI0100000965 | 3157.2 | cum |
| 6 | 6 | Dismantling of existing structures like culverts, bridges, retaining walls, CC road 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 50 metres as directed by Engineer.\n:Cement Concrete Grade M-15 and above and PCC blocks | BI01010001010000000000000515BI0100000966 | 142.8 | cum |
| 7 | 7 | Dismantling of existing structures like culverts, bridges, retaining walls, CC road 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 50 metres as directed by Engineer.\n:Prestressed /Reinforced cement concrete with separating, cleaning, straightening and cutting of bars | BI01010001010000000000000515BI0100000967 | 228.48 | cum |
| 8 | 8 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 50 metres as directed by Engineer.\n: Bituminous courses | BI01010001010000000000000515BI0100000968 | 108.03 | cum |
| 9 | 9 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 50 metres as directed by Engineer.\n: Granular courses | BI01010001010000000000000515BI0100000969 | 288.08 | cum |
| 10 | 10 | Construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 including cost of compensation for earth taken from private land complete as per MoRT&H specification clause 305. (Lead taken upto 5 km) | BI01010001010000000000000515BI0100000970 | 900 | cum |
| 11 | 11 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level.\nIn all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.\nDepth upto 1.5 m | BI01010001010000000000000515BI0100000971 | 5790.27 | cum |
| 12 | 12 | Add extra over item no 4.10.1, 4.10.2, 4.10.3 and 4.10.4 in RUIDP SOR for excavation in saturated soil, silt and sludge where pumping or bailing out of water is required including shoring strutting where required and dewatering, where width is upto 6 metre.\n:Excavation depth from ground level 0.0 to 9.0 m\n:Excavation from Encountered depth of water table 0.0 to 1.5 m | BI01010001010000000000000515BI0100000972 | 5790.27 | cum |
| 13 | 13 | Add extra for over all depth of excavation above 1.5 m and upto 3.0 m over item no 4.10.1.1 | BI01010001010000000000000515BI0100000973 | 684.19 | cum |
| 14 | 14 | 7.1 Providing, laying, spreading and compacting of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion.\n:Grading - II Material | BI01010001010000000000000515BI0100000974 | 324.04 | cum |
| 15 | 15 | Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS : 8887 and approved quality @ 0.6 kg/sqm with the help of spray set fitted on bitumen Container (boiler) after cleaning the surface including removing of binding material and other foreign matter with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. | BI01010001010000000000000515BI0100000975 | 2285 | sqm |
| 16 | 16 | Providing and applying tack coat on the prepared surface with bitumen emulsion as per IS: 8887 and approved quality @ 0.2 kg/sqm with the help of spray set fitted on bitumen Container (boiler) after cleaning the surface with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. | BI01010001010000000000000515BI0100000976 | 2285 | sqm |
| 17 | 17 | Providing, laying, spreading (with paver finisher only) and compacting wet mix macadam (WMM) base course comprising of graded stone aggregate and granular material conforming to MORT&H specifications (Table 400-II) in layers of equal compacted thickness each consolidated, including pre-mixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tippers to site, laying in uniform layers in base course on a well prepared sub-base/ base course and compacting with power vibratory-roller to achieve the desired density complete as per MoRT&H specification clause - 406 including all material, labour, machinery, lighting, guarding and maintenance of diversion. | BI01010001010000000000000515BI0100000977 | 324.04 | cum |
| 18 | 18 | Providing and laying bituminous macadam in 50/75 mm compacted thickness on prepared surface with specified graded crushed stone aggregates as per Table 500-4, Grading-II for base/ binding course, loading of aggregate with F.E. loader, heating and mixing of stone aggregate and bitumen in computerised hot mix plant, transported to site by tippers to paver, laid over a previously prepared surface with paver finisher fitted with electronic sensing device to the required grade, level and alignment and rolling with power roller and vibratory compactor as per clauses 501.6 and 501.7 to achieve the desired compaction complete as per clause 504 of MoRT&H specification\nand including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding cost of primer/ tack coat. With Bitumen VG-grade 30 @ 3.4% (percentage by weight of total mix) | BI01010001010000000000000515BI0100000978 | 251.35 | tonne |
| 19 | 19 | Providing laying and consolidation Semi Dense Bituminous Concrete, as per Design Mix (approved by Engineer), on prepared surface with specified graded crushed aggregates as per table 500- 15 for wearing coarse including loading of material with F.E. loader, hot mixing of stone aggregate, filler and bitumen (including cost of anti-stripping compound wherever required) heating and mixing in in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensor control to the required level and grade, compacting by power rollers and vibratory rollers or 150 to 250 KN pneumatic tyred roller with TP = 0.7 Mpa, to achieve the desired density (approximately 2.3 tonne/cum) complete as per clause 508 of MoRT&H specification\nincluding all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding primer/tack coat. \n25-30 mm compacted thickness (Grade-2) using Bitumen VG-grade 30 @ 5% (percent by weight of total mix) | BI01010001010000000000000515BI0100000979 | 157.67 | tonne |
| 20 | 20 | Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications including the effect of impact, EQ etc. complete on firm base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal sizes. The work includes required safety measures, construction of drain for diversion of flowing water, cost of design of RCC Precast Box and its proof checking from IIT/MNIT Jaipur etc. complete in all respect as per specifications\n:Size 2.00 M x 2.00 M | BI01010001010000000000000515BI0100000980 | 377 | metre |
| 21 | 21 | 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 vibrator including curing complete as per clause 2100 of MoRT&H specification including all scaffolding, material, labour, machinery. | BI01010001010000000000000515BI0100000981 | 7338.05 | cum |
| 22 | 22 | Providing, laying and compacting plain/ reinforced cement concrete of specified grade in foundation/ leveling course/ pile cap using concrete mixer and vibrater complete including cost of form work, as per drawing and technical specifications and as per clause 1100, 1500,1700,2100 of MoRT&H specification including all scaffolding material, labour, machinery.\nRCC Grade M -20 | BI01010001010000000000000515BI0100000982 | 10013.7 | cum |
| 23 | 23 | Providing, laying and compacting plain/ reinforced cement concrete of specified grade in foundation/ leveling course/ pile cap using concrete mixer and vibrater complete including cost of form work, as per drawing and technical specifications and as per clause 1100, 1500,1700,2100 of MoRT&H specification including all scaffolding material, labour, machinery.\nRCC Grade M -30 | BI01010001010000000000000515BI0100000983 | 301.944 | cum |
| 24 | 24 | Providing and laying structural plain/ reinforced cement concrete (design mix) of specified grade in substructure at all levels using concrete mixer and vibrater, including cost of form work, as per drawing and technical specifications complete as per clause 1500, 1700 and 2200 of MoRT&H specification including all material, labour, scaffolding etc.\nRCC Grade M -30 | BI01010001010000000000000515BI0100000984 | 261.74 | cum |
| 25 | 25 | Providing and laying structural reinforced/ prestressed cement concrete (design mix) of specified grade in superstructure using concrete mixer and vibrater at all levels including cost of steel form work complete as per drawing and clause 1500, 1600 and 1700 of MoRT&H specification including all scaffolding, material, labour, machinery etc. \n:RCC Grade M -30 : For solid slab superstructure | BI01010001010000000000000515BI0100000985 | 267.375 | cum |
| 26 | 26 | Reinforcement with TMT bar in sub structure | BI01010001010000000000000515BI0100000986 | 846.191 | tonne |
| 27 | 27 | Reinforcement with TMT bar in super structure | BI01010001010000000000000515BI0100000987 | 26.7375 | tonne |
| 28 | 28 | Providing weep holes in brick/ stone masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with following dia AC pipe, extending through the full width of the structure with slope of 1V : 20H towards drawing face complete as per drawing, technical specifications and clause 2205 of MoRT&H Specification including all scaffolding, material, labour, machinery etc.\n100 mm dia | BI01010001010000000000000515BI0100000988 | 1125 | metre |
| 29 | 29 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRT&H specifications with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification including all material, labour, machinery as per clause 710.1.4 of IRC:78 and clause 2200 of MoRT&H specification. | BI01010001010000000000000515BI0100000989 | 187.5 | cum |
| 30 | 30 | Providing, constructing coffer dam in river basin / dam storages as per type design including excavation, filling the middle portion with B.C. soil (in gunny bags if required). Providing impervious / semipervious materials on both sides of B.C. soil (in gunny bags if required) including ramming, compacting to the satisfaction of Engineer-in-charge till the completion of work including dismantling coffer dam after completion of works and disposing off the material as directed by the Engineer-in-charge.\nNote: Maximum top width payable shall be 2 Mtr. and maximum payable side slopes shall be 1.5 horizontal to 1 vertical, if the constructed top width of the side slopes are less, then the measurements at actual are payable. Extra top width or flat slopes are not payable. Contractor is free to use ballies, plastic sheets, piles, pipes, CGI sheets for supporting hearting materials instead of impervious/ semi-pervious hearting materials for which no extra payments shall be payable. 30% payment shall be withheld for\ndismantling of coffer dam. | BI01010001010000000000000515BI0100000990 | 22203 | cum |
| 31 | 31 | Random rubble dry stone Kharanja (soling) under floor. | BI01010001010000000000000515BI0100000991 | 14284.4 | Cum |
| 32 | 32 | De-vegetation from monument by removing bushes, trees including complete uprooting from the wall & roofs/structures carefully including suitable chemical treatment to roots to avoid further growth including disposal of rubbish with in 50 mtr. Lead as per direction of Engineer in-charge. | BI01010001010000000000000515BI0100000992 | 850.5 | sqm |
| 33 | 33 | 37 mm thick shotcrete is to be applied after removal of defective concrete / masonry, cleaning of surface thoroughly, with compressor having base layer of 12mm, and second layer of 25 mm thickness in cement concrete (1:2:1) after proper fixing of 9 gauge welded mesh of good quality rust free of size 50 mm x 50 mm in two layers with anchors / clamps after cleaning the surface by wet sand blasting in stone masonry / concrete complete in all respect. Cement concrete comprising of cement, sand, coarse aggregate, water and quick setting compound in the proportion 1:2:1, sand and coarse aggregate conforming to IS 383 and table no. 1 of IS;9012 respectively. | BI01010001010000000000000515BI0100000993 | 14802 | Sqm. |
| 34 | 34 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.\n: In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. | BI01010001010000000000000515BI0100000994 | 40000 | kg |
| 35 | 35 | Random rubble stone masonry work in cement mortar with mechanical mixer in foundation (at any level) complete as per drawing and technical specification and as per clause 1000 and 1400 of MoRT&H specification including all scaffolding material,\nlabour, machinery but excluding pointing and plastering. In cement mortar 1:4 (1 cement : 4 coarse sand) | BI01010001010000000000000515BI0100000995 | 2331 | cum |
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