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Tender For Road Construction Work From F-Block Park To Pc-Block In 47Th Battalion Pac In Govindpuram. - Earth Work In Embankment (Lead Upto 8 Km) In Ordinary Soil Excavation To Be In The Form Of Regular Pits Not Exceeding 0.50 M In Depth Earth Work In Emb, Ghaziabad-Uttar Pradesh

Tender Notice

52089467
Tender For Road Construction Work From F-Block Park To Pc-Block In 47Th Battalion Pac In Govindpuram. - Earth Work In Embankment (Lead Upto 8 Km) In Ordinary Soil Excavation To Be In The Form Of Regular Pits Not Exceeding 0.50 M In Depth Earth Work In Emb
Tender
Indian
Uttar Pradesh
Ghaziabad
13-11-2025

Tender Details

Tender For Road Construction Work From F-Block Park To Pc-Block In 47Th Battalion Pac In Govindpuram. - Earth Work in Embankment (lead upto 8 km) in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m in depth earth work in embenkment to in 20 cm layers including remming and dressing the surface to required levels and slops also including 1.50 m lift and 30 m lead. The earth form cutting to be used in making in embekment or to be disposited and spoil banks with in 30 .(AS PER PWD SOR 2022/231( a)+253 (a) S I NO-4.03. 2 S/L of stone ballast 45 to 63 mm size with stacking for measurment etc all complete as per the direction of engineer in-charge . AS PER PWD SOR 2020 RMR 3 S/L of stone ballast 22.4 to 53 mm size with stacking for measurment etc all complete as per the direction of engineer in-charge . AS PER PWD SOR 2020 RMR 4 Supply of screening material with stacking for measurmentetc all complete as per the direction of engineer in-charge .AS PER PWD SOR 2020 RMR 5 Consolidation of stone aggregates of 45-63 mm/22.4-53mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2/3 as per Technical Specification Clause 405. AS PER PWD SOR 2022 20.2.1 6 S/L Tack coat of bitumen @ 0.30 kg/m2including heating the VG 10 bitumen spraying the bitumen with mechanically operated sparay unit fitted on bitumen boiler & cleaning and prepairing the existing road surface etc all completed as per the direction of engineer - in - charge. (AS PER RMR) 7 Providing and laying dense graded bituminousmacdam with HMP producing an average output of 75 tonnes per hour using crushed aggregates from approved quarry of specified grading, premixed with bituminous binder (VG-30) @ 4.5 per cent by weight of total mix and filler,transporting the hot mix to work site,laying with a hydrostatic paver finisher to the required grade, level alignment,rolling with smooth wheeled. vibratory and tandem rollers to achieve the desired compaction (Ref. to Mort&HSpecification no. 507 ) Adjustment for bitumen shall be done as per job mix formula and e-in-c latter No 2651 Dt 27-07-12 for proper completion of work as per direction of engineer-in-cgarge including all labour,T&P,taxes , labour cess etc. complete. 8 Providing and applying tack coat with bitumen VG - 10 grade using bitumen pressure distributor at the rate of .30 kg per sqm on the prepared granular surface treated with primer & cleaned with hydraulic broom as per technical specification clause 503. 9 Providing and layingbituminous concrete with HMP crushed aggregates from approved quarry of specified grading, premixed with bituminous binder (VG-30) @ 5.4 per cent by weight of total mix and filler,transporting the hot mix to work site,laying with a hydrostatic paver finisher to the required grade, level alignment,rolling with smooth wheeled. vibratory and tandem rollers to achieve the desired compaction (Ref. to Mort&H Specification no. 507 ) Adjustment for bitumen shall be done as per job mix formula and e-in-c latter No 2651 Dt 27-07-12 for proper completion of work as per direction of engineer-in-cgarge including all labour,T&P,taxes , labour cess etc. complete. 10 S/L Hot applied Thermo Plastic compound 2.5 mm thickincluding reflectorising glass beads @ 250 gms per sqm area thick ness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35. the finished surface to be level uniform and free from streak and holes. rates all including of all taxes royality vat etc all t & p /machine material and lobour required for proper complition of work.( SOR 2022 SI.N. 22.02 NEW ITEM ) 11 Reflective Raised pavement marker providing and fixing of raised pavment markers (cat eye) type x ASTMD - 4956-04 avery dennission /3m (USA make) having moulded body of polycabonate ASA, HIPS or ABS able to support a load of 13.635 MT tested in accordance with ASTMD 4280 type H and other requirement mentioned in MoRT&H circular its reflective lens made of micro prismatic lens (capable of providing total internal reflection of light ), electronically welded to the body. The length, height and wiedth of the body shall not exceed 130mm 20mm, and 105mm respectively, The area of each reflective surface shall not be less than 13 Sq. cm. on each side stoping at the angle of 35+5 degree to the base to ensure maximum reflectively. it shall comply to specification of category A of MoRT&H circular no. RW/NH 33023/10/97-DO-III dated 11.06.97 lenses shall be moulded of methyl methecrylate corforming to ASTMD 788 or equivalent. with 7 years warranty. Rate shall be inclusive of all taxes, royalty, VAT etc. All T&P machine and labour required for proper completion of work.Note: The composite warranty jointly signed by original manufacturer & authorized converter of at l( SOR 2022 SI.N. 22.05 NEW ITEM ) 12 Supply & laying 80 mm thick Precase cement concreteinterlocking paver block (Grey color) with top layer of minimum 8 mm thickness having plan dimension 200X(160+120mm) of O.P cement smoothing gloss finish,skid resistant manufacturered from rubber moulds. RMR 13 First class Brick Work in (1:4) cement & four coarse sand 2.20 F.M. morter in foundation and plinth and T&P etcall completed as per the direction of engineer - in - charge. (AS PER PWD SOR 2022 PAGE NO 20 SI NO 6.05 ITEM NO 305 (a) 14 S/L C:C (1:2:4) with 20 mm stone grit, coarse sand & cement etc all complete as the direction of engineer in charge. (AS PER PWD SOR 2022 PAGE NO 18 SI NO 5.07 ITEM NO 279(a).] 15 GST

Key Value

Document Fees
INR 1416 /-
Tender Value
INR 29.41 Lakhs /-

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