Public Works Department-PWD has published Tender For Construction Of 3X10m R.C.C. Well Foundation Minor Bridge ,Approach Road & Protection Work At Behta Nala Sandila Atrauli Bhatpur (Sh) Road Km-6. Submission Date for this Tender is 03-04-2023. Road Work Tenders in hardoi Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Providing and constructing one span service road to reach island location from one pier location to another pier location.(Including Labour Cess but Excluding G.S.T)(Foundation) |
| 2 | Providing and Constructing Temporary Island 16 m diameter for Construction of Well Foundation for 8m dia. Well.(Including Labour Cess but Excluding G.S.T)(Foundation) |
| 3 | Sinking of 4.0 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. Depth below bed level up to 3.00 M.(Including Labour Cess but Excluding G.S.T)(Foundation) |
| 4 | Depth 3.00 M to 10.00 M (Including Labour Cess but Excluding G.S.T)(Foundation) |
| 5 | Depth 11.00 M to 18.00 M (Including Labour Cess but Excluding G.S.T)(Foundation) |
| 6 | Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification.(Including Labour Cess but Excluding G.S.T)(Foundation) |
| 7 | Plain/Reinforced M-30 Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification.(Well Curb)(Including Labour Cess but Excluding G.S.T)(Foundation) |
| 8 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. (Including Labour Cess but Excluding G.S.T)(Sub Structure) |
| 9 | Sand Filling in Wells complete as per Drawing and Technical Specifications. (Including Labour Cess but Excluding G.S.T)(Foundation) |
| 10 | Plain/Reinforced Cement Concrete M-30 in Well Foundation Complete as per drawing and technical specifications. (Including Labour Cess but Excluding G.S.T)(Sub Structure) |
| 11 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. (Including Labour Cess but Excluding G.S.T)(Sub Structure) |
| 12 | Supplying fitting and fixing in position true to line and level elastomaric bearing confirming to IRC 83 Part-II section-IX and clause 2005 of MORTH specifications complete including all accessories as per drawing and technical specifications.(Including Labour Cess but Excluding G.S.T)(Sub Structure) |
| 13 | Elastomeric Slab steel expension joint providing and laying of elastoric slab seal joint catering to right of skew(less than 20 deg.) Moderately curved with Maximum horizontal Movement up to 50mm complete as per drawing and standerd specificaion to be istalled by the Manufacture/Suppllier or. their authorize representative ensuring compliance to the Manufacture"s instruction for installation and claues2606 of MoRT & H spcification.(Including Labour Cess but Excluding G.S.T)(Super Structure) |
| 14 | Furnishing and placing Reinforced M-35 cement concrete in Super-structure complete as per drawing and Technical Specifications. (Including Labour Cess but Excluding G.S.T) |
| 15 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications. (Including Labour Cess but Excluding G.S.T) |
| 16 | Drainage Spouts complete as per drawing and Technical specification. (Including Labour Cess but Excluding G.S.T) |
| 17 | Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-35 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer. (Including Labour Cess but Excluding G.S.T) |
| 18 | PCC M15 Gradeas levelling course below approach slab complete as per drawing and technical specifications. (Including Labour Cess but Excluding G.S.T) |
| 19 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. (Including Labour Cess but Excluding G.S.T) |
| 20 | Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. (Including Labour Cess but Excluding G.S.T) |
| 21 | Providing and laying Cement concrete wearing coat M-35 grade including reinforcement complete as per drawing and Technical Specifications. (Including Labour Cess but Excluding G.S.T) |
| 22 | Providing and laying Filter material of 40 mm (well Graded Stone Material) underneath pitching in slopes complete as per drawing and Technical specification. (Including Labour Cess but Excluding G.S.T) |
| 23 | Providing and laying boulders apron on river bed/Slope Pitching for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. (Including Labour Cess but Excluding G.S.T) |
| 24 | Providing and electring a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above rad/ground level, fixed on ISMC series channel vertical post, 150X75X5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitrnents to be galvanised by hot dip process, all fittings to conform to IS:1367 andIS:1364, metal beam rail to be fxed on the vertical post with a spacer of channel section 150X75X5 mm, 330 mm long complete as per clause 811 |
| 25 | Construction of embankment with approved meterial obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specition Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and commacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5 (Including Labour Cess but Excluding G.S.T) Local Earth (Embankment + Shoulder) |
| 26 | Providing, laying and spreading Material on a prepared sub grade,to the spread Material manually, mixing in place with rotavator and compaction with the road roller at OMC to achieve the desired unconfined ompressive strength and to form a layer of sub-base.( By Manual) (Including Labour Cess but Excluding G.S.T) |
| 27 | Cement Treated Subbase (GSB)-Providing, laying and spreading Material on a prepared sub grade, adding cement @ 2% by weight to the spread Material manually, mixing in place with rotavator and compaction with the road roller at OMC to achieve the desired unconfined ompressive strength and to form a layer of sub-base.( By Manual) (Including Labour Cess but Excluding G.S.T) |
| 28 | Cement Treated Base (W.M.M.) Providing, laying and spreadingmaterial on a prepared sub base,adding Cement at site @ 4% by weight to the spread material manually mixing in place with rotavator andcompacting with road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of Base(By Manual) (Including Labour Cess but Excluding G.S.T) |
| 29 | Providing and applying tack coat with VG_10 using bitumen distributor at the rate of 0.25 kg per sqm of the preparedsurface cleaned with hydraulic broom. (Including Labour Cess but Excluding G.S.T) |
| 30 | Providing and laying dense graded bituminous macadam with 100 TPH batch type HMP producing an average output of75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder as per job mix , 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 Specifications Clause 507 complete in all respects. |
| 31 | Providing and applying tack coat with VG_10 using bitumen distributor at the rate of 0.20 kg per sqm of the preparedsurface cleaned with hydraulic broom. (Including Labour Cess but Excluding G.S.T) |
| 32 | Providing and laying bituminious concrete with 100 TPH batch type hot mix plant producing an average output of75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder as per job mix, 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 Specifications Clause 509 complete in all respects. |
| 33 | Construction of embankment with approved meterial obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specition Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and commacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5 (Including Labour Cess but Excluding G.S.T) Local Earth(Diverson) |
| 34 | First Class brick on edge flooring laid dry joints sand filled including preparation of base to proper slope and its ramming and including supply of all materials, labour & T&P etc, required for proper completion of the work. (SOR No615) |
| 35 | Laying 1000 mm dia NP-3 RCC pipe for culverts onfirst class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation protection works, back filling conrete and masonary works in head walls and parapets. complete & Technical Specifications as per Section 2900 of MoRT&H Specifications (Including Labour Cess but Excluding G.S.T) |
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