Package no -02, Job no - CRIF-KNT-2023-24-223 - 301

Amount

ROB Dismantling of cement concrete pavement by mechanical means: Dismantling of cement concrete pavement using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials, stacking serviceable and unserviceable materials separately including all labour, usage charges of all machinery etc., complete, (PQC+DLC) as per the direction of the Engineer-In-Charge for successful completion of work

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil including all labour, loading, unloading, hire charges of machinery, all lead and lift with all other incidental charges etc., complete, as per the direction of the Engineer-In-Charge for successful completion of work By Mechanical Means, In area of Light jungle.

Earth work in excavation for foundation of structures as per drawing and technical specifications,including setting out,construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work including all lead, lift, lifts, labur,spreeding etc., complete, as per the direction of the Engineer-In-Charge for successful completion of work

M-15, Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. including formwork, centering, vibrating, compacting, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation stacking finishing the exposed faces neatly, etc., complete, (including cost steel & fabrication charges) -For PCC, as per the direction of the Engineer-In-Charge for successful completion of work

(In footing) Supplying, Fitting and Placing un-coated TMT Fe 500 grade bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. including straightening bar, cutting, bending, hooking binding with approved quality binding wire, after placing in position, tying, lapping and/or welding whereever required ( laps, hooks 7 wastages shall not be measured & paid) incluidng cost of all materials, fabrication charges, all labour, material, usage charges of machinery, lead, lifts, loading, unloading, stacking, transporting etc., complete, as per the direction of the Engineer-In-Charge for successful completion of work

M-35, Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. including formwork, centering, vibrating, compacting, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation stacking finishing the exposed faces neatly, etc., complete, (including cost steel & fabrication charges) as per the direction of the Engineer-In-Charge for successful completion of work

Providing TMT Steel bar reinforcement conforming to IS-1786, FE-500 Grade designation in Substructure including straightening bars, cutting, bending, hooking, binding with approved quality binding wire after placing in position, tying, lapping and or welding wherever required and anchoring to the adjoining members wherever necessary as per drawing (laps, hooks and wastages shall not be measured and paid) including cost of all materials, bar bending charges, labour, lifts etc., complete, as per the direction of the Engineer-In-Charge for successful completion of work

Plain/Reinforced cement concrete in Sub-structure complete as per drawing and Technical Specifications, including formwork, centering, vibrating, compacting, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation, stacking, finishing the exposed faces, etc., complete.RCC Grade M35 using batching plant transit mixer & Concrete pump, including formwork, centering, vibrating, compacting, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation stacking finishing the exposed faces, etc., complete, as per the direction of the Engineer-In-Charge for successful completion of work

Supplying, fitting and placing TMT Fe 500 grade bar reinforcement in Super-structure including cost of all labour, materials, usage charges of machinery, fabrication charges, straightening, cutting, bending, hooking, binding with approved quality of binding wire, after placing in position, tying, lapping and/or welding whereever required (wastages for laps, hooks shall not be measured & paid) with all lead, lifts, loading, unloading, transporting, stacking neatly, etc., complete, as per drawing & Technical specifications, as per the direction of the Engineer-In-Charge for successful completion of work.

M-45, Providing, furnishing and Placing Reinforced/ Prestressed cement concrete in Superstructure downsize granite/trap/ basalt coarse aggregates and clean seived approved sand, mixing mechanically, laid in layers not exceeding 15cms thick layers, compacting, formwork, centring, finishing exposed faces nicely, curing as per drawing including cost of all materials, labour, hire charge of machineries, transporting, loading, unloading, lead, lifts etc., complete, (including the cost of steel and fabrication charges) C. RCC M 45, as per the direction of the Engineer-In-Charge for successful completion of work.

Providing and laying of Filter media with stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. to a thickness of not less than 600 mm with 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 as per drawing including cost of materials, labour, watering, transporting, lead, lift, loading, unloading etc., complete, as per the direction of the Engineer-In-Charge for successful completion of work. .

Providing Drainage Spouts using 100mm dia G.I. Pipe one metre long & (260 x 260) mm M.S.grating as per drawing, fabricating, fixing in position, painting with anti-corrosive/bituminous paint, including cost of all materials, labour, lead, lifts etc., complete, as per the direction of the Engineer-In-Charge for successful completion of work. .

PCC M15, Grade leveling course below approach slab complete as per drawing and Technical specification Case I- PCC grade M15 using batching plant & concrete pump, including formwork, centering, vibrating, compacting, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation stacking finishing the exposed faces, etc., complete, as per the direction of the Engineer-In-Charge for successful completion of work.

Providing and laying Reinforced Cement Concrete Approach Slab, using M 30 grade as per drawing using 20mm and down size granite/trap/basalt coarse aggregates and clean sieved approved sand mechanically mixed by batch mix plant, fabrication of reinforcements including cost of all materials, labour, steel, fabrication charges, formwork, curing, loading , unloading, lead, lift, etc., complete as per the direction of the Engineer-In-Charge for successful completion of work.

Providing and fixing Reinforced cement concrete Crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21, 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 MoSRT&H 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, all as specified including earthwork, Cement Concrete, cost of all materials, labour, loading, unloading, lead, lift, transporting etc., complete, as per the direction of the Engineer-In-Charge for successful completion of work.

Construction of RCC railing of M30 Grade in-situ Construction of precast RCC railing of M30 Grade, in situ with 20mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, including formwork, centering, vibrating, compacting, cost of all steel and fabrication charges, casting handling all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation fixing in position etc., complete as per approved drawings and technical specifications, as per the direction of the Engineer-In-Charge for successful completion of work.

Strip Seal Expansion Joint: Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete including cost of all materials all labour, material, usage charges of machinery, lead, lifts, loading, unloading transporting, to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation, etc., complete. as per approved drawings and standard specifications.

Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC:83 part-1&II respectively and other parts confirming to BS:5400, section 9.1 &9.2 and clause 2006 of MoRT&H specifications complete as per drawing and approved technical specifications. Considering a Pot bearing assembly of 250 tonne capacity for this analysis, including cost of all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., complete, as per approved drawings and standard specifications, as per the direction of the Engineer-In-Charge for successful completion of work.

Providing and laying Cement Concrete Wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications including formwork, vibrating, compating, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation stacking finishing the exposed faces, etc., complete, as per the direction of the Engineer-In-Charge for successful completion of work.

Providing structural steel for super-structure including straightening, cutting, placing in position to line, grade, level, lapping welding/ riveting/ fitting with nuts and bolts, fabrication charges wherever required cost of all labour, materials, usage charges of machinery, with all lead, lifts, loading, unloading, stacking neatly, transporting etc., complete., as per drawing and technical specifications, as per the direction of the Engineer-In-Charge for successful completion of work.

Providing and fixing 150 mm dia. GI pipe of approved quality for drainage purposes including clamping arrangement with the structure as per drawing and Technical Specifications Clause 2705, 2708 and 2709 and complete, as per the direction of the Engineer-In-Charge for successful completion of work.

Filler joint Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight, including cost of all labour, materials, fixing in position material, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., complete, as per the direction of the Engineer-In-Charge for successful completion of work.

Approach road Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil including all labour, loading, unloading, hire charges of machinery, all lead and lift with all other incidental charges etc., complete, as per the direction of the Engineer-In-Charge for successful completion of work By Mechanical Means, In area of Light jungle.

Construction of granular sub-base by providing 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 8-10 tonne to achieve the desired density, complete as per clause-401, including protection of edges of GSB Grading-II material (close graded) layer, cost of all materials, labour, usage of all machinery, lighting, guarding, barricading maintenance of diversion road, loading and unloading, all lead, lifts etc., complete, as per the direction of the Engineer-In-Charge for successful completion of work

Providing, laying by using grader, spreadinbg and compacting graded stone aggregate as per table 400-12 and 400-13 to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tikpper to site, laying in uniform layers in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density of 98% including protection of edges of WMM layer, cost of all materials, labour, usage charges of all machinery, lighting, guarding, barricading, maintenance of diversion road, loading and unloading all lead, lifts etc., complete, as per the direction of the Engineer-In-Charge for successful completion of work.

Providing, and applying primer coat with SS1 bitumen emulsion complying IS 8887 on prepared surface of granular base including clearing of road surfvace and spreadin primer at the rate of 0.70kgs/sqm. Using mechanical means as per table-500-3 including cowst of all materials, labour, usage charges of all machinery, lead, lift, loading and unloading etc., complete, as per the direction of the Engineer-In-Charge for successful completion of work

Providing and applying tack coat with bitumen emulsion (RS1) using emulsion pressure distributor at the rate of 0.20kgs per sqm. on the prepared bituminous surface cleaned with mechanical broom and dusting by air compressor and spraying including cost of all materials, labour, usage charges of all machinery, lead, lifts, loading and unloading etc., complete, as per the direction of the Engineer-In-Charge for successful completion of work.

Providing and applying tack coat with VG-10grade bitumen using bitumen pressure distributor at the rate of 0.20kg.per sam. on the prepared bituminous surface cleaned with mechanical broom and dusting by air compressor and spraying including cost of all materials, labour, usage charges of all machinery, lead, lifts, loading and unloading etc., complete, as per the direction of the Engineer-In-Charge for successful completion of work

Providing and laying dense graded bitumenious macadam with higher capacity batch type HMP using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG-30 grade paving bitumen as per clause-504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder at 4.5% by 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 cost of all materials all labour, usage charges of all machinery, all lead, lifts, loading, unloading, stacking, transporting etc., complete, as per the direction of the Engineer-In-Charge for successful completion of work.

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates as per table-500-7 of specified grading premixed with bituminous binder VG-30 grade paving bitumen as per clause-504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder at 5.4T of mix and filler at 20% by weight of aggregate, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alighnment, 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 cost of all materials all labour, usage cvharges of all machinery, all lead, lifts, loading, unloading, stacking, transporting, etc., complete, as per the direction of the Engineer-In-Charge for successful completion of work

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of Class-B type-IV retro relfective sheeting fixed over 2mm.thick aluminium sheeting vide clause801.3, 4mm. thick aluminium composite material sheet including lettering depending on the size of the sign fixed over back support frame of min.25x25x3mm. angle mounted on a mild steel circular pipe 65NB 3.60mtrs. high (min effective height 1.30mtrs.) 3.2mm.thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45x45x60x60cms. belong ground level as per approved drawing. The sign shall be maintained as per section-12 of IRC-67, as per clauses including curing cost of all materials all labour, lead, lifts, loading, unloading, transporting etc., complete 120cms. equilateral traingle, as per the direction of the Engineer-In-Charge for successful completion of work.

90Cm. Equilateral trainagle.

60Cm. Circular.

90Cms. High Octagon.

Road marking with hot applied thermoplastic compound with reflectorising glass beads on bituminous surface:Providing and laying of hot applied thermoplastic compound 2.5mm.thick including reflectorising glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes, including, barricading, traffic diversion as per IRC-35, cleaning the surface of dirt, dust and other foreign matter, demarcation at site, traffic control, cost of all materials all labour, lead, lifts, loading, unloading, trasporting etc., complete, as per the direction of the Engineer-In-Charge for successful completion of work

Project Board of Size 1.80x1.60m. and 2.8m. from ground level : Providing and erecting Project Display Board of size 1.80 vertical 1x1.60M Horizontal made of Cold Rolled Coil Sheet 16 Guage (1.6mm thickness) sheeting sthrenghtened by welding to MS angle of size 35x35x5mm iron framework on all sides, extra cross vertical angle fixed using nuts and bolts, base of the board shall be cleaned, applying red oxide and black paint by sprayer on both sides of the board and all MS iron frameworks, back ground of the facing side of the board painted in traffic yellow, project information written in English/Kannada/Hindi, painting letters and numerals in black, fixed on a mild steel angle iron post 75x75x6mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45x45x 60cm, 60cm below ground level and the board 2.8M from ground level as per approved drawing (Excluding cost of lettering) including cost of all materials all materials, all labour, lead, lifts, loading, unloading transporting etc., complete, as per the direction of the Engineer-In-Charge for successful completion of work

Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No.RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete, as per the direction of the Engineer-In-Charge for successful completion of work.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.

Lighting on Bridges : Providing and fixing lighting on bridges, mounted on steel hollow circular poles of standard specifications, 5mtrs. High fixed on parapets with cement concrete, 20mtrs. Apart and fitted with sodium vapour lamp including pointing and finishing, including cost of all materials, all labour, lead, lifts, loading, unloading transporting etc., complete, as per the direction of the Engineer-In-Charge for successful completion of work

Re panel (110m+105m) Earth work in excavation for foundation of structures as per drawing and technical specifications,including setting out,construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work including all lead, lift, lifts, labur,spreeding etc., complete-For RE Panel foundation, as per the direction of the Engineer-In-Charge for successful completion of work

Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 laid in layers not exceeding 250 mm thick and compacting it by mechanical means after adding water to its OMC, so as to achieve 97% compaction of maximum dry density and finish the surface to the required camber, grade and cross section etc., speading, grading by motor grador, consolidation by roller including all lead, lifts, loading, unloading, all labour, usage charges of machinery etc., complete.-for backfilling behind Re panels, as per the direction of the Engineer-In-Charge for successful completion of work

M-15 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. including formwork, centering, vibrating, compacting, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation stacking finishing the exposed faces neatly, etc., complete. with a lead of concrete mix up to 1 Km. (excluding cost steel & fabrication charges)-Below Open foundation - For re panel foundation, as per the direction of the Engineer-In-Charge for successful completion of work

Providing and laying in position M 35 grade precast Cement Concrete facia panel/ precast CC blocks with architectural finishes of suitable size and thickness as per approved drawing but not less than 140 mm thick excluding architectural finishes and including TMT reinforcement bars and cement. (Earthwork excavation for foundation, providing initial levelling pad minimum 150mm thick and having suitable width) as necessary, using M15 grade plain cement concrete. PCC shall be taken separately as per site situation) necessary connection arrangements for soil reinforcement, necessary coping beam, neoprene sponge joint materail between reinforced soil wall facia and crash barriers, the backfill material and the drainage material shall be separated using permeable non-woven (geotextile or synthetic geo grid) as per clause 3102.8 and approved design, necessary anchor rods at the toe of wall for layig first precast panel, including all materials, labour, lead and lift, usage charges of all plants, machinary, complete complying with technical specifications clause 3100 of MORTH specifications, as per the direction of the Engineer-In-Charge for successful completion of work

Supplying and laying high strength flexible geogrids (HSFG) as soil reinforcement / basal reinforcement as per MORTH 3100 and IRC 113, made of high tenacity polyester core with polyethylene coating with minimum Long Term Design Strength (LTDS) of more than 50% of ultimate tensile strength at 30 degree Celcius corresponding to 12 % strain etc. complete and as directed by Engineer - In - Charge including cost of all materials all labour, usage charges of all machinery, all lead, lifts, loading, unloading transporting etc., complete, as per the direction of the Engineer-In-Charge for successful completion of work.

b) Providing Filter Media Behind Reinforced Earth Panel with well packed material to specified thickness with smaller size towards the soil and bigger size towards the wall complete with all leads and lifts as per approved design, drawings and as per the direction of the Engineer-In-Charge for successful completion of work

Provision of reinforced cement concrete crash barrier with friction slab of RCC M40 & with PCC M 15 grade below friction slab at the approaches to bridge srtructures, constrcuted with M40 grade Cement Concrete with TMT reinforcement confirming to IRC 112 and as per dimension in the approverd drawing and at location directed by the Engineer, all as specified (area 0.185 sqm/mtr) below friction slab ( area 1.032 sqm /mtr) Crash barrier with friction slab, including cost of all materials all labour, usage charges of all machinery, all lead, lifts, loading, unloading transporting etc., complete, as per the direction of the Engineer-In-Charge for successful completion of work

JSR Constructions Pvt Ltd (BID ID -3204791)

Bidder Name

JSR Constructions Pvt Ltd

ARJUNVAISHNAVI INFRASTRUCTURE & DEVELOPERS PVT LTD