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Tender For Renovation And Strengthening Of Itbp Rotary, Greater Noida - Taking Out Existing Kerb Stones Of All Types From Footpath/Central Verge, Including Removal Of Mortar Etc. Disposal Of Unservieable Material Of The Dumping Ground, For Which Payment S, noida-Uttar Pradesh

Greater Noida Industrial Development Authority has published Tender For Renovation And Strengthening Of Itbp Rotary, Greater Noida - Taking Out Existing Kerb Stones Of All Types From Footpath/Central Verge, Including Removal Of Mortar Etc. Disposal Of Unservieable Material Of The Dumping Ground, For Which Payment S. Submission Date for this Tender is 01-09-2025. Footpath Work Tenders in noida Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

50790764
Tender For Renovation And Strengthening Of Itbp Rotary, Greater Noida - Taking Out Existing Kerb Stones Of All Types From Footpath/Central Verge, Including Removal Of Mortar Etc. Disposal Of Unservieable Material Of The Dumping Ground, For Which Payment S
Tender
Indian
Uttar Pradesh
Noida
01-09-2025

Tender Details

Tender For Renovation And Strengthening Of Itbp Rotary, Greater Noida - Taking out existing kerb stones of all types from footpath/central verge, including removal of mortar etc. disposal of unservieable material of the dumping ground, for which payment shal be made separately and stacking of serviceable material within 50mtr lead as per direction of Engineer-in-Charge. DSR-2018/(AR) /16.82 3 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 15.7.4 In Cement mortar 4 Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M, and lead upto 30 M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in charge upto a distance of 30 M from the foundaiton trenches. (Where machine can not reach/move). For Building work only. SOR-20/251(A) 5 Cartage of earth or fly ash When added to schedule item no. 253 6 IInd km and beyond SOR-20/261(c) 7 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metresDAR18/16.1 8 Construction 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 clause 401MORTH 4.01(401)(A) 9 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.MORTH 4.14(406)(A) 10 Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres: 11 With Common burnt clay FPS (non modular) bricks of class designation 7.5DSR-18/16.7.1 12 Providing and applying primer coat with VG-10 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means. 13 Primer coat over WMM/WBM MORTH 5.01(502)P-135 14 Providing and applying take coat with bitumen emulsion pressure distributor at the rate of 0.5 kg/Sqm on the prepared bituminous surface cleared with mechanical broom.MORTH/503 15 Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5 percent by weight of total mix and filler,transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause No. 505 complete in all respects 16 40 mm thick compacted thiness with bitumen penetration of VG-30 (morth 5.05) MORTH /5.04/505(B) 17 Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. SOR-20/281 18 RCC grade M25 using batching plant transit mixture & manual placing MORTH/9.06/E/Case(II) 19 Steel reinforcement for R.C.C. Work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.DAR18/5.22.6 20 M-150 brick work in 1:4 one cement and four coarse sand 2.20 F.M. mortar in foundation and plinth including supply of all material, labour, T&P etc. required for proper completion of the work. (UPPWD/SOR-2020/305(a) 21 12mm cement plaster of mix: 1:6 (1 cement: 6 coarse sand) (DSR-2018/13.4.2/AR) 22 Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost)DSR-18/16.85 23 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).DSR-18/16.69 24 Labour Cess and GST will be paid extra as per govt. orders

Key Value

Document Fees
INR 2130 /-
EMD
INR 190000.0 /-
Tender Value
INR 94.83 Lakhs /-
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