| | Sector | abcRoads | Tender Value | INR 5.02 Crore approx. | | Location | Tamil Nadu - India | Ref.No | 86920997 | | Closing Date | 11 - Sep - 2025 | | | TN 12 25 26 Erode Division TPR 021
Widening from Intermediate Lane to Two Lane and Strengthening Reconstruction of Box Culvert and Construction of Retaining Wall Work in Government Roads in Erode H CandM Sub Division TPR 021, Widening from Intermediate Lane to Two Lane and Strengthening, Reconstruction of Box Culvert and Construction of Retaining Wall Work in Government Roads in Erode (H), C&M, Sub-Division (TPR 021) Road A - Widening from Intermediate Lane to Two Lane and Strengthening at Km 7/8-9/8 of Nasiyanur - Kambiliampatti road including Construction of retaining wall at Km 8/2 (L/S) Road B - Widening from Intermediate Lane to Two Lane and Strengthening at Km 9/8-12/2 of Nasiyanur - Kambiliampatti road including Reconstruction of Box culvert at Km 12/2, Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS HBG granite metal including cost and conveyance of all materials to site including cement at site, including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete, worikingat depths, Hire charges for Tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc, complete as per relevent standard specification for Wing Wall, Retaining Wall and Parapet (MORTH No. 111, 112, 1000, 1500, 1700, 2200, 900), Add GST at 18% of of Quoted Amount, Total Value put to Tender, Differnce Amount (Excess/Less), Road A, Providing and fixing Class I PVC seepage pipes of 110mm dia of required lengths for abutments and return walls including costs and conveyance of all materials to work site and labour charges for fixing etc., complete to drain from the backfill as per section 2706 of MORTH specification (Rev- V) (MORTH No. 2706, 900), Tack Coat Over Existing BT Surface - Providing and laying Tack Coat Over Existing BT surface using 2 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5e as per Clause 503 of MORTH Rev (MORTH No. 111,112,501, 503,900), Prime Coat Over WBM/ WMM surface - Providing and laying Prime Coat Over WBM/ WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 502 of MORTH Rev-5 (MORTH No. 111 ,112, 501, 502, 900), BC 30/40mm Thick (Grade-II) Using VG30 Bitumen -Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5 - Grade - II. (MORTH No. 111, 112, 501, 507, 900), Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20mm and below hard broken granite metal including cost and conveyance of all materials to site cost of premoulded expansion joints and fixing the same in position including cost and labour charges for formwork, labour charges for laying, compacting, curing including all other incidental charges etc.,complete for WEARING COAT 75mm UNIFORM THICKNESS OVER DECK SLAB AND OVER APPROACH SLAB. (MORTH No. 111, 112, 1000, 1500, 1600, 1700, 2200, 2300, 900), Basic cost of value put to tender as per Estimate, Earth work Excavation in all classes of soils except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Foundation of Box culvert and Retaining wall MORTH No. 111, 112, 304, Wet Mix Macadam -Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanic |
|
|
If you are a new user, then please
register, it's Free and then fill the form below.
If you are registered with us, just fill the form below, we will get back to you
shortly.
|
All fileds marked with '*' are compulsary.
|
|
|
|