Tender For Reconstruction Work Of Rcc Box Culvert 1X5 On The Canal At Km. 1 Of Rampura Link Road From Vaira Firozpur Mod. - Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres As per Clause 202.But excluding cost of GST. 2 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical SpecificationSr No. 2.5 Ref No.202. But excluding cost of GST. 3 Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. 4 Filling in Foundation Trenches as per Drawing & Technical Specification Sr No. 11.2 Ref No.300 & 1200 including supply of all material, labour, T&P all taxes royalty,labour cess etc. required for proper completion of work as per direction by the Engineer In-charge. 5 Providing concrete for Plain cement concrete (M-10) in open foundation complete as per drawing and technical specifications Clauses 802,803,1202&1203 Sr No. 11.4 Ref No.800 & 1200 in leveling coarse including supply of all material, labour, T&P all taxes royalty,labour cess etc. required for proper completion of work as per direction by the Engineer In-charge. 6 Providing concrete for Reinforced cement concrete (M-25) in open foundation complete as per drawing and technical specifications Clauses 802,803,1202&1203 Sr No. 11.4 Ref No.800 & 1200 including necessary centering and shuttering etc.complete including supply of all material, labour, T&P all taxes,labour cess etc. required for proper completion of work as per direction by the Engineer In-charge 7 Supplying, Fitting and Placing HYSD bar Reinforcement (Fe 415) in substructure/Super structure complete as per Drawing and Technical Specifications. Clauses 1002,1005,1010 & 1202 including supply of and all material, labour, T&P all taxes, labour cessetc. as per direction by the Engineer In-charge 8 Providing & Fixing of Weep Hole in Abutment wall & retaining wall with 100 mm dia PVC pipe (6.0 Kg/Sqm pressur), extending thtough the full width of the structure with slop of 1V: 20H towords drawing face. Complete as per drawing and specifications. Sr No. 12.9 Ref No. 1200including supply of and all material, labour, T&P all taxes, labour cessetc. as per direction by the Engineer In-charge 9 Providing & Fixing in position 20 mm thick premoulded joint filler in expension jointfor fixed ends of simply supported spans, coverd with sealant complete as per drawing & specification. Sr,. No 13.2 Ref No. 1200including supply of and all material, labour, T&P all taxes, labour cessetc. as per direction by the Engineer In-charge 10 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications 11 Providing & Fixing of Drainage spout in slab completed as per drawing & specification.including supply of all material, labour, T&P all taxes, labour cess, royalty etc. required for proper completion of work as per direction of Engineer In-charge . 12 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 25 kg each complete as per drawing and Technical specification Sr No. 15.4 Ref No. 2504 13 Backfilling behind the abutment wall and return wall complete as per drawing and technical specification Clause 1204.3.8 Sr No. 12.10 Ref No. 1200 including supply of all material, labour, T&P all taxes, royalty, labour cess etc. required for proper completion of workas per direction of Engineer In-charge . 14 Providing and laying of Filter media with granular materials/stone crushed aggregates as per specification to a thickness of not less then 600 mmwith smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. Clause 1204.3.8 Sr No. 12.11 Ref No. 1200 complete as per drawing and Technical Specification. 15 Construction of embankment with approved material obtained from borrow pits with all lift and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. As per MORTH Specification cluase 3.16.305 16 Brick on edge pavement with straight over brunt laid dry joints with local sand including prepration of base to proper slope and its ramming spreading layer of 1 cm depth of local sand over the sub grade and including o all material labour .T & Petc requiredfor proper compectionof the workas per si no 5.05 ofchapter -5,including all material,labour T & P Labour cess complete .but excluding cost of GSt. 17 Providing & laying of1200 mm hume pipe in positionincluding supply of all material, labour, T&P all taxes, labour cess etc. required for proper completion of work as per direction of Engineer In-charge .(SI. No. New Item 20.27(B)(IV))etc. required for proper completion of work as per PWD specifications 18 Removing all type of Hume Pipes and Stacking within a lead of 1200 metres including Earthwork and Dismantling of Masonry Works. As per MORT&H Specification cluase 2.4(ix) C 19 Filling empty cement bag & placing in position including cost of all material, labour, T&P, labour cess, all taxes complete. 20 Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density. Sr No. 4.1 Ref No. 401 21 Providing, laying, spreading and compacting stone aggregates of 45-63 mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 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 as per Technical Specification Clause 405.Sr No. 4.8 Ref No. 405/2 22 Providing, laying, spreading and compacting stone aggregates of 22.4-53 mm sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 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 3 as per Technical Specification Clause 405.Sr No. 4.8 Ref No. 405/2 23 Providing and applying primer coat with bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502 Sr No. 5.1 Ref No. 502 24 Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.25kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. Sr No. 5.2 Ref No. 503 25 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.Sr no. 5.9 Ref No. 508 26 Providing and laying seal coat by manual means with VG-10 Grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 .Sr no. 5.12 Ref No. 510
