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Tender For Improvement Work Of Junction Of Etawah Bhadmai Masnai Road - Excavation In Foundation In Ordinary Soil (Loam Clay, Or Sand) Including Lift Upto 1.5 Metre And Lead Upto 30 M & Including Filling, Watering And Ramming Of Excavated Earth Into The T, etawah-Uttar Pradesh

Public Works Department has published Tender For Improvement Work Of Junction Of Etawah Bhadmai Masnai Road - Excavation In Foundation In Ordinary Soil (Loam Clay, Or Sand) Including Lift Upto 1.5 Metre And Lead Upto 30 M & Including Filling, Watering And Ramming Of Excavated Earth Into The T. Submission Date for this Tender is 15-04-2025. Road Work Tenders in etawah Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

48598320
Tender For Improvement Work Of Junction Of Etawah Bhadmai Masnai Road - Excavation In Foundation In Ordinary Soil (Loam Clay, Or Sand) Including Lift Upto 1.5 Metre And Lead Upto 30 M & Including Filling, Watering And Ramming Of Excavated Earth Into The T
Open Tender
NCB
Uttar Pradesh
Etawah
15-04-2025

Tender Details

Tender For Improvement Work Of Junction Of Etawah Bhadmai Masnai Road - Excavation in foundation in ordinary soil (loam clay, or sand) including lift upto 1.5 metre and lead upto 30 m & including filling, watering and ramming of excavated earth into the trenches or into the space bwtween 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 of 30 m from the foundation trenches.(Including All Taxes but Excluding G.S.T.) 2 Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (Including All Taxes but Excluding G.S.T.) 3 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. (Including All Taxes but Excluding G.S.T.) 4 Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.90to 1.20 kg/sqm using mechanical means. (Including All Taxes but Excluding G.S.T.) 5 Providing and applying tack coat with bitumen V.G.-10 usingpressure distributor at the rate of 0.35kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (Including All Taxes but Excluding G.S.T.) 6 Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per centby 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 MoRTH specification clause No. 505 complete in all respects. (Including All Taxes but Excluding G.S.T.) 7 Providing and laying bituminous concrete withhigher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4per centof 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 MORTH specification clause No. 507 complete in all respects (Including All Taxes but Excluding G.S.T.) 8 Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using VG-10 bitumen cut-back to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades. (Including All Taxes but Excluding G.S.T.) 9 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C seal coats. (Including All Taxes but Excluding G.S.T.) 10 Providing and laying of interlocking concrete block pavement having thickness 80mm as per drawings and technical specification Clause 1504. (Exclusive G.S.B) (Including All Taxes but Excluding G.S.T.) 11 Retro-reflectorised Traffic sign as per IRC-67-2012 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC : 67-2012 made of high intensity greade sheeting wide clause 801.3 friced over aluminium sheeting Type-IV 1.5mm thick supprorted on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing. The retro-reflective sheeting shall be tested for 3 year outdoor weathering test in Indian condition as per IRC 67-2012 & proof of the same in form of government report shall be uploaded while quoting tender. (90cm high octagon (Stop Board)) (Including All Taxes but Excluding G.S.T.) 12 Retro-reflectorised Traffic sign as per IRC-67-2012 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC : 67-2012 made of high intensity greade sheeting wide clause 801.3 friced over aluminium sheeting Type-IV 1.5mm thick supprorted on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing. The retro-reflective sheeting shall be tested for 3 year outdoor weathering test in Indian condition as per IRC 67-2012 & proof of the same in form of government report shall be uploaded while quoting tender. (90 cm equlateral tringle with diffnitation plate size (20cm x 60cm) (Including All Taxes but Excluding G.S.T.) 13 Provding & Laying of hot applied thermoplastic compound2.5 mm thick including relectorising glass beads @ 250 gms per sqm ares. Thickness of 2.5mm is exclusive of surface applied glass beads as per IRC : 35-2015 The finished surface to be level, uniform and free from streaks and holes. (Including All Taxes but Excluding G.S.T.) 14 Provding & Laying of hot applied thermoplastic compound5 mm thick including relectorising glass beads @ 500 gms per sqm ares. Thickness of 5mm is exclusive of surface applied glass beads as per IRC : 35-2015 The finished surface to be level, uniform and free from streaks and holes. (Including All Taxes but Excluding G.S.T.) 15 Reflective Raised Pavement Markers (Road Studs/Cat Eye)Supply and fixing of relective raised pavement marker with its body surface made of tough ASA (Acrylic styrene Acrylontrite) of HIPS (Hi impact Polystyrene) of acrylonitrile butadiens styrenc (ABS). The marher shall supported a load of 1355 kg tested in accordance with ASTMD 4280 and its reflective panels shall consist of number of lenses containing single or dual prismatic cubes of providing total internal reflection of the light entering the lens face. Retro reflecting surface shall preferably be 35 + 50 to base and ares of each retro- reflecting surface shall not be less than 13.0 sqcm road studs shall be legibly marked with name trade mark or other means of identification of the manufacturer. Dimensions of road studs should not be less than 100mmx100mmx10mm. (Including All Taxes but Excluding G.S.T.)

Key Value

Document Fees
INR 944 /-
EMD
INR 240000.0 /-
Tender Value
INR 24 Lakhs /-
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