Construction of rigid pavement ( four lane ) connecting road from NH-63 to join Airport road via Anandnagar and manjunathanagar in Hubli city limits , Dharwar dist ( 4.20 Kms ) (CRF-KNT-2016-17-1912 ) (4th Call)

Amount

Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials stacking serviceable and unserviceable materials separately including all labour, hire charges of all machineries etc., complete including all lead & lift labour charges, loading unloadin, cost all materials hiring charges & transportation charges of machinerie, curing & inclusive all incidential charges etc complete as per the specifications & as directions of Engineer-in-charge of work

Dismatling of existing structures like culverts,bridges, retaining walls and other structure compromising of masnory, 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 materials including all lead & lift labour charges, loading unloadin, cost all materials hiring charges & transportation charges of machinerie, curing & inclusive all incidential charges etc complete as per the specifications & as directions of Engineer-in-charge of work.1)RCC drain:- 134.4 (2)RCC Return wall:-178.20 (3)RCC Septic tank walls:-1728.00(4)RCC Septic tank slabs:-28.8(5)RCC drain:-6.48 (6)PCC:-29.7

----Do----SSM Drain & HP Culvert (211.20 +096= 307.20)

Earthwork excavation for roadwork in soil by mechanical means with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location, including all lead & lift labour charges, loading unloadin, cost all materials hiring charges & transportation charges of machinerie, curing & inclusive all incidential charges etc complete as per the specifications & as directions of Engineer-in-charge of work

Construction of embankement with approved material obtained from borrow pits in layers not exceeding 250 mm loose thickness, spreading, breaking clods, removal of roots and other organic materials to the required line, grade and cross-section including watering, consolidation by vibratory road roller with desired field density not less than 95% of maximum dry density . including all lead & lift labour charges, loading unloadin, cost all materials hiring charges & transportation charges of machinerie, curing & inclusive all incidential charges etc complete as per the specifications & as directions of Engineer-in-charge of work

Compaction of original ground with maximum of 6 passes of 8 to 10 tonnes power roller including filling in depression occuring during rolling including all lead & lift labour charges, loading unloadin, cost all materials hiring charges & transportation charges of machinerie, curing & inclusive all incidential charges etc complete as per the specifications & as directions of Engineer-in-charge of work

Construction of Granular sub-base by providing laying, spreading and compacting of close graded Material , mixing in a Wet mix plant of 75 tonne capacity at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory roller 8-10 tonne to achieve the desired density of 98% including protection of edges of GSB layer, including all lead & lift labour charges, loading unloadin, cost all materials hiring charges & transportation charges of machinerie, curing & inclusive all incidential charges etc complete as per the specifications & as directions of Engineer-in-charge of work

Providing and Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate 25 mm & 12.5 mm Granite/Basalt/Trap metal & clean seived approved sand, after blending to be as per table 600-1, cement content at 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, loading materials to batch mix plant by F.E. Loader, mixed in a batching plant at 75 Cum/hr transported to site in tipper to paver, laid with paver finisher with electronic sensor, to the required grade, level and alignment, compacting with 8-10 tonnes vibratory roller, finishing and curing including all lead & lift labour charges, loading unloadin, cost all materials hiring charges & transportation charges of machinerie, curing & inclusive all incidential charges etc complete as per the specifications & as directions of Engineer-in-charge of work

Providing and Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, coarse aggregate 25 mm & 12.5 mm Granite/Basalt/Trap metal & clean seived approved sand,. loading materials to batch mix plant by F.E. Loader, mixed in a cement conrete batch mix plant 175 Cum/hour as per approved mix design, transported to site in transit truck agitator 5 Cum capacity, laid with a slip form paver with electronic sensor, compacted and finished in a continuous operation including provision of contraction,expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures curing compound as approved, finishing to the required grade, level and alignment, textured with texturing machine, finishing and curingincluding all lead & lift labour charges, loading unloadin, cost all materials hiring charges & transportation charges of machinerie, curing & inclusive all incidential charges etc complete as per the specifications & as directions of Engineer-in-charge of work

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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work including all lead, lifts, labour etc., complete. Mechanical Means using Hydraulic excavator (Depth upto 3 m) and asper the directions of Engineer-in-charge of work

Providing & laying Plain / Reinforced Cement Concrete M 15 in Open foundation using granite/trap/basalt aggregates using 20mm and downsize and clean sieved approved sand including mixing mechanically in Concrete Mixer laid in layers not exceeding 15cms thick layers, as per Drawing including cost of all materials, formwork, centring, vibrating , compacting, hire charges of machinery, lead, lift, loading, unloading, transporting, stacking, curing, finishing the exposed faces etc., complete except lead for cement (excluding cost of steel and fabrication charges and asper the directions of Engineer-in-charge of work

Providing & laying Plain / Reinforced Cement Concrete M 20 in substructure for Drain Bottom Slab & Side Walls using granite/trap/basalt aggregates using 20mm and downsize and clean sieved approved sand including mixing mechanically in Concrete Mixer laid in layers not exceeding 15cms thick layers, as per Drawing including cost of all materials, formwork, centring, vibrating , compacting, hire charges of machinery, including all lead & lift labour charges, loading unloadin, cost all materials hiring charges & transportation charges of machinerie, curing & inclusive all incidential charges etc complete as per the specifications & as directions of Engineer-in-charge of work

Providing & laying Reinforced Cement Concrete M 20 for Drain Cover Slab using granite / trap / basalt aggregates using 20mm and downsize and clean sieved approved sand including mixing mechanically in Concrete Mixer laid in layers not exceeding 15cms thick layers, as per Drawing including cost of all materials, formwork, centring, vibrating , compacting, hire charges of machinery, lead, lift, loading, unloading, transporting, stacking, curing, finishing the exposed faces etc., including all lead & lift labour charges, loading unloadin, cost all materials hiring charges & transportation charges of machinerie, curing & inclusive all incidential charges etc complete as per the specifications & as directions of Engineer-in-charge of work

Providing and Construction of Cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, using 20mm Granite/Basalt/Trap metal & clean seived approved sand, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 as per drawings, formwork, curing, including all lead & lift labour charges, loading unloadin, cost all materials hiring charges & transportation charges of machinerie, curing & inclusive all incidential charges etc complete as per the specifications & as directions of Engineer-in-charge of work

Providing T.M.T. Steel bar reinforcement conforming to FE-500 Grade designation as per table 1000-3 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 all lead & lift labour charges, loading unloadin, cost all materials hiring charges & transportation charges of machinerie, curing & inclusive all incidential charges etc complete as per the specifications & as directions of Engineer-in-charge of work

Construction of footpath/Seperator by providing 150mm compacted granular sub base course graded material grading 1 as per clause 401 and 25mm thick cement concrete grade M15, overlaid with precast concrete tiles of size 300x300mm in C.M 1:3,including provisions of all drainage arrangements with 200mm dia RCC pipes but excluding kerb channel to propper lines, levels and dimensions as per drawing.including all lead & lift labour charges, loading unloadin, cost all materials hiring charges & transportation charges of machinerie, curing & inclusive all incidential charges etc complete as per the specifications & as directions of Engineer-in-charge of work

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 - 2001 made of high intensity grade micro prismatic HIP type IV sheeting, fixed over aluminium sheeting, 2 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.50 mtrs long firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The item includes earthwork excavation, Cement Concrete M-15 grade, 2 coats of approved colour synthetic enamel painting to the steel surface, as per clauses,including all lead & lift labour charges, loading unloadin, cost all materials hiring charges & transportation charges of machinerie, curing & inclusive all incidential charges etc complete as per the specifications & as directions of Engineer-in-charge of work

---Do--- 60cm circular

----Do---90cm high octagon

Painting the road surface using approved quality Thermo Plastic material (homogneiously composed of aggregates, pigment, resings and glass reflcetorising beeds) confirming to Clause-803.4.2.2 applied hot either by screeding or extension process at the rate of 5kg/sqmtr of painted surface using suitable machine capable of controlled preparation and laying with surface applicator of glass beads at 250gms/sqmtr allowing cooling to ambient pavement temperatutre, that shall produce an adherent pavement marking of minimum specified thickness of 2.5mm including barricading for traffic diversion as per IRC:35 cleaning the surface of dirt, dust and other foreign matter, demarcation at site, barricading for traffic diversion, traffic control including all lead & lift labour charges, loading unloadin, cost all materials hiring charges & transportation charges of machinerie, curing & inclusive all incidential charges etc complete as per the specifications & as directions of Engineer-in-charge of work

Providing and fixing Project Display Board of size 1.80 vertical x 1.60 mtrs. Horizontal made of cold rolled coil 16 Guage (1.6mm thickness) sheeting strenghtened 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 framworks, background 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 75 mm x 75 mm x 6 mm , 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 x 45x 60cm, 60cm below ground level and the board 2.8m from ground level as per approved drawing including all lead & lift labour charges, loading unloadin, cost all materials hiring charges & transportation charges of machinerie, curing & inclusive all incidential charges etc complete as per the specifications & as directions of Engineer-in-charge of work

Providing and fixing of Road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973 including all lead & lift labour charges, loading unloadin, cost all materials hiring charges & transportation charges of machinerie, curing & inclusive all incidential charges etc complete as per the specifications & as directions of Engineer-in-charge of work

Providing & laying Plain / Reinforced Cement Concrete M 20 in substructure for Utility Duct using granite/trap/basalt aggregates using 20mm and downsize and clean sieved approved sand including mixing mechanically in Concrete Mixer laid in layers not exceeding 15cms thick layers, as per Drawing iincluding all lead & lift labour charges, loading unloadin, cost all materials hiring charges & transportation charges of machinerie, curing & inclusive all incidential charges etc complete as per the specifications & as directions of Engineer-in-charge of work

Construction of Median and Island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, sloped, graded and compacted by plate compactor, including all lead & lift labour charges, loading unloadin, cost all materials hiring charges & transportation charges of machinerie, curing & inclusive all incidential charges etc complete as per the specifications & as directions of Engineer-in-charge of work

Providing and laying reinforced cement concrete pipe NP4/NP3 Prestressed concrete Pipe for culverts culverts on first class bedding of granular maerial in single row, fixing Collar with CLean seived approved sand cement mortar 1:2 including all lead & lift labour charges, loading unloadin, cost all materials hiring charges & transportation charges of machinerie, curing & inclusive all incidential charges etc complete as per the specifications & as directions of Engineer-in-charge of work

Supplying S&S RCC spun pipes NP-3 class confirming to IS 458:1988 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials (excluding cost of specials) including perfect linking of joints with jack to correct position including cost of jointing materials i.e., rubber rings conforming to IS for S&S RCC Pipes with all lead and lifts and as directed and giving necessary hydualic test to the required pressure as per ISS and testing and commissioning (Contractor will make his own arrangements for procuring water for testing)300 mm. including all lead & lift labour charges, loading unloadin, cost all materials hiring charges & transportation charges of machinerie, curing & inclusive all incidential charges etc complete as per the specifications & as directions of Engineer-in-charge of work

Manufacturing,providing,transporting,rolling,lowering,laying & Jointing,testing, commissioning of ERW(Electric Resistance Wilded)/SAW(Sub merged Arc Welded) MS pipe (Fe410 grade)conforming to IS 3589-2001 with latest amendments including perfect linking and welding of joints to correct position including cost and conveyance of pipe and materials with all lead and lift,cost of labour and giving satisfactory hydraauilic test as per IS 3589-2001 with latest amendments for test pressure and working pressure both as factory and site etc complete as per detailed specifications with inside CM 1:1.5 lining of minimum 10 mm thick upto 610mm OD & minimum 12mm thick beyond 610mm OD and outside minimum 25mm thick coating in CM 1:3 over 50x50 mm weld mesh of 13 gauge, including all lead & lift labour charges, loading unloadin, cost all materials hiring charges & transportation charges of machinerie, curing & inclusive all incidential charges etc complete as per the specifications & as directions of Engineer-in-charge of work

roviding and constructing of Manhole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15 Mtr.alround the chamber and brick masonry in CM.1:4 plaster with brick of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20mm thick ,with 1 to 6 slope in the concrete towards the central drain,finfshed smooth and fixing of pipes in CC 1:2:4 with graded metal of 20mm down size including supplying and fixing SFRC manhole frame and cover conforming to IS 12592(part-1):1988 & IS 12592(part-2):1991 with latest amendments in CC 1:2:4 suppling and fixing of plastic steps staggered at 30 cms apart as directed,watering,curing,barricading,danger lighting,pouring tar over M.H.frame and cover,cost of tar,shoring, strutting,dewatering,engraving Manhole No.on the inner conical surface etc.as per the drawingincluding all lead & lift labour charges, loading unloadin, cost all materials hiring charges & transportation charges of machinerie, curing & inclusive all incidential charges etc complete as per the specifications & as directions of Engineer-in-charge of work

Providing & laying Plain / Reinforced Cement Concrete M 25 for Superstructure using granite/trap/basalt aggregates using 20mm and downsize and clean sieved approved sand including mixing mechanically in Concrete Mixer laid in layers not exceeding 15cms thick layers, as per Drawing including all lead & lift labour charges, loading unloadin, cost all materials hiring charges & transportation charges of machinerie, curing & inclusive all incidential charges etc complete as per the specifications & as directions of Engineer-in-charge of work

Providing & laying Plain / Reinforced Cement Concrete M-20 for Superstructure using granite/trap/basalt aggregates using 20mm and downsize and clean sieved approved sand including mixing mechanically in Concrete Mixer laid in layers not exceeding 15cms thick layers, as per Drawingincluding all lead & lift labour charges, loading unloadin, cost all materials hiring charges & transportation charges of machinerie, curing & inclusive all incidential charges etc complete as per the specifications & as directions of Engineer-in-charge of work

supply delivery to work site loading unloading stacking and fixing of resilient seated soft sealing sluice valves with body, bonnet of ductille iron of minimum grade GGG40, wedge fully rubber lined with EPDM and seals of NBR and the valves should be of vacuum type and 100% leak proof with fact dimensions as per VS 5163-89\IS 14846 - 2000\din3202F4\F5.The steam sealing should be with torridal sealing rings (minimum 2 'O' rings).All the valves should be with elastostatic powder coating both inside and out side with pocketless body passage.The valves shall be supplied with suitable size galvanized bolts and nuts of required no's., etc., complete including all lead & lift labour charges, loading unloadin, cost all materials hiring charges & transportation charges of machinerie, curing & inclusive all incidential charges etc complete as per the specifications & as directions of Engineer-in-charge of work

MS Grating for top slab of storm water slab and including all lead & lift labour charges, loading unloadin, cost all materials hiring charges & transportation charges of machinerie, curing & inclusive all incidential charges etc complete as per the specifications & as directions of Engineer-in-charge of work

Lead charges for disposing cutting quantity including all lead & lift labour charges, loading unloadin, cost all materials hiring charges & transportation charges of machinerie, curing & inclusive all incidential charges etc complete as per the specifications & as directions of Engineer-in-charge 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 not exceeding 150 mm in thickness including all lead, labour, hire charges of all machineries etc., complete. including all lead & lift labour charges, loading unloadin, cost all materials hiring charges & transportation charges of machinerie, curing & inclusive all incidential charges etc complete as per the specifications & as directions of Engineer-in-charge of work By Mechanical means. (1)Culvert at CH 2+500:- 0.0314 (2)Culvert at CH 3+150:-0.005 (3)Culvert at CH 3+880:-0.003 (4)Culvert at CH 2+500:-0.0060 (5) Culvert at CH 3+800:-0.005

Earth work excavation for foundation structures as per drawing and technical specification, inlcuding setting out, constructionn 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 workincluding all lead & lift labour charges, loading unloadin, cost all materials hiring charges & transportation charges of machinerie, curing & inclusive all incidential charges etc complete as per the specifications & as directions of Engineer-in-charge of work.(1)Culvert at CH 2+500:- 198.62 (2)Culvert at CH 3+150:-100.69 (3)Culvert at CH 3+880:-80.42 (4) Culvert at CH 3+800:-106.43

Back Filling behind abutment, wing wall and return wall and foundation trenches as per drawings in layers not exceeding 20 cms in depth ,compactiong deposited material by plate compactor/power rammer after duly watering to achieve the desired degree of compcation ,including all lead & lift labour charges, loading unloadin, cost all materials hiring charges & transportation charges of machinerie, curing & inclusive all incidential charges etc complete as per the specifications & as directions of Engineer-in-charge of work. MORTH Specification No. 710.1.4 of IRC:78 & 2200 Granular Material (1)Culvert at CH 2+500:- 144.43 (2)Culvert at CH 3+150:-28.83 (3)Culvert at CH 3+880:-17.978 (4) Culvert at CH 3+800:-26.934

Providing & laying Plain / Reinforced Cement Concrete in Open foundation using granite/trap/basalt aggregates and clean sieved approved sand including mixing mechanically, laid in layers not exceeding 15cms thick layers, as per Drawing including all lead & lift labour charges, loading unloadin, cost all materials hiring charges & transportation charges of machinerie, curing & inclusive all incidential charges etc complete as per the specifications & as directions of Engineer-in-charge of work (i) Using Concrete Mixer (A) PCC M15 using 40mm and downsize . (1)Culvert at CH 2+500:- 13.61 (2)Culvert at CH 3+150:-10.66 (3)Culvert at CH 3+880:-7.88 (4) Culvert at CH 3+800:-12.31

Providing, furnishing and Placing Reinforced/ Prestressed cement concrete in superstructure udownsize 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 all lead & lift labour charges, loading unloadin, cost all materials hiring charges & transportation charges of machinerie, curing & inclusive all incidential charges etc complete as per the specifications & as directions of Engineer-in-charge of work C. RCC M 20

Providing and laying reinforced cement concrete pipe NP4/NP3 Prestressed concret Pipe for culverts culverts on first class bedding of granular maerial in single row, fixing Collar with CLean seived approved sand cement mortar 1:2 including all lead & lift labour charges, loading unloadin, cost all materials hiring charges & transportation charges of machinerie, curing & inclusive all incidential charges etc complete as per the specifications & as directions of Engineer-in-charge of work

Providing TMT bar reinforcement conforming to FE-500 Grade designation as per table 1000-3 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 including all lead & lift labour charges, loading unloadin, cost all materials hiring charges & transportation charges of machinerie, curing & inclusive all incidential charges etc complete as per the specifications & as directions of Engineer-in-charge of work. (1)Culvert at CH 2+500:-1.339 (2)Culvert at CH 3+150:-1.148 (3)Culvert at CH 3+880:-0.857 (4) Culvert at CH 3+800:-1.098

Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces,including all lead & lift labour charges, loading unloadin, cost all materials hiring charges & transportation charges of machinerie, curing & inclusive all incidential charges etc complete as per the specifications & as directions of Engineer-in-charge of work (1)Culvert at CH 2+500:- 41.995 (2)Culvert at CH 3+150:-10.704 (3)Culvert at CH 3+880:-6.48 (4) Culvert at CH 3+800:-15

Painting of Culvert no and span arrangement as per IRC-7: 1971 drawings and direction of the engineer. including all lead & lift labour charges, loading unloadin, cost all materials hiring charges & transportation charges of machinerie, curing & inclusive all incidential charges etc complete as per the specifications & as directions of Engineer-in-charge of work

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 all lead & lift labour charges, loading unloadin, cost all materials hiring charges & transportation charges of machinerie, curing & inclusive all incidential charges etc complete as per the specifications & as directions of Engineer-in-charge of work for RCC M 25 (a) Using Concrete Mixer (i) For T-Beam and Slab (q) Height 5 m to 10 m.(1)Culvert at CH 2+500:- 13.68 (2)Culvert at CH 3+150:-7.06 (3)Culvert at CH 3+880:-4.28 (4) Culvert at CH 3+800:-8.1

Providing & laying PCC / RCC mix in Substructure as per drawing using granite/trap/basalt aggregates of 20 mm and down size and clean sieved approved sand, form work, scaffolding, mixing mechanically, laid in layers of 15cms thick in each layer,well compacted, centering, vibrating, including all lead & lift labour charges, loading unloadin, cost all materials hiring charges & transportation charges of machinerie, curing & inclusive all incidential charges etc complete as per the specifications & as directions of Engineer-in-charge of work G. M-25 (p) Height upto 5m (i) Using Concrete Mixer (1)Culvert at CH 3+150:-14.35 (2)Culvert at CH 3+880:-10.71 (3) Culvert at CH 3+800:-13.72

Providing & laying PCC / RCC mix in Footing as per drawing using granite/trap/basalt aggregates of 20 mm and down size and clean sieved approved sand, form work, scaffolding, mixing mechanically, laid in layers of 15cms thick in each layer,well compacted, centering, vibrating, iincluding all lead & lift labour charges, loading unloadin, cost all materials hiring charges & transportation charges of machinerie, curing & inclusive all incidential charges etc complete as per the specifications & as directions of Engineer-in-charge of work G. M-25 (p) Height upto 5m (i) Using Concrete Mixer (1)Culvert at CH 3+150:- 9.29 (2)Culvert at CH 3+880:- 6.7 (3) Culvert at CH 3+800:- 10.66

Providing TMT bar reinforcement conforming to FE-500 Grade designation as per table 1000-3 in Superstructure 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 including all lead & lift labour charges, loading unloadin, cost all materials hiring charges & transportation charges of machinerie, curing & inclusive all incidential charges etc complete as per the specifications & as directions of Engineer-in-charge of work. (1)Culvert at CH 2+500:- 0.565 (2)Culvert at CH 3+150:-0.342 (3)Culvert at CH 3+880:-1.094 (4) Culvert at CH 3+800:-0.648

Providing TMT bar reinforcement conforming to FE-500 Grade designation as per table 1000-3 in Footing 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 including all lead & lift labour charges, loading unloadin, cost all materials hiring charges & transportation charges of machinerie, curing & inclusive all incidential charges etc complete as per the specifications & as directions of Engineer-in-charge of work.(1)Culvert at CH 3+150:-0.624 (2)Culvert at CH 3+880:- 0.401 (3) Culvert at CH 3+800:- 0.707

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 all lead & lift labour charges, loading unloadin, cost all materials hiring charges & transportation charges of machinerie, curing & inclusive all incidential charges etc complete as per the specifications & as directions of Engineer-in-charge of work.(1)Culvert at CH 3+150:- 23.12 (2)Culvert at CH 3+880:-14 (3) Culvert at CH 3+800:-21.60

Providing Weep Holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 110 mm outer dia PVC pipe, at 2Kg / Sqm , fixing in position with collar and clamp extending through the full width of the structure with slope of 1V :20H towards drawing force as per drawing including all lead & lift labour charges, loading unloadin, cost all materials hiring charges & transportation charges of machinerie, curing & inclusive all incidential charges etc complete as per the specifications & as directions of Engineer-in-charge of work.(1)Culvert at CH 3+150:-84.91 (2)Culvert at CH 3+880:-75.54 (3) Culvert at CH 3+800:-42

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 all lead & lift labour charges, loading unloadin, cost all materials hiring charges & transportation charges of machinerie, curing & inclusive all incidential charges etc complete as per the specifications & as directions of Engineer-in-charge of work.(1)Culvert at CH 3+150:-2 (2)Culvert at CH 3+880:-2 (3) Culvert at CH 3+800:-2

Providing and fixing in position 20mm thick compressible fibre board in expansion joint complete including and conyeyance of all metrials, labour,fixing in position, etc.,including all lead & lift labour charges, loading unloadin, cost all materials hiring charges & transportation charges of machinerie, curing & inclusive all incidential charges etc complete as per the specifications & as directions of Engineer-in-charge of work. (1)Culvert at CH 3+150:-6 (2)Culvert at CH 3+880:-6 (3) Culvert at CH 3+800:-6

Construction of Cast-in-situ railing of M30 grade Grade, using granite / trap/ basalt aggregates of size not exceeding 12 mm and down and clean sieved approved sand mixing in concrete mixer 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 2000mm, leaving adequate space between vertical post for expansion, complete as per approved drawing No. SD - 202 including all lead & lift labour charges, loading unloadin, cost all materials hiring charges & transportation charges of machinerie, curing & inclusive all incidential charges etc complete as per the specifications & as directions of Engineer-in-charge of work.(1)Culvert at CH 2+500:- 3.2 (2)Culvert at CH 3+150:-3.2 (3)Culvert at CH 3+880:-7.6 (4) Culvert at CH 3+800:- 4.2

Ganapathi Stone Crushers Pvt Ltd

Bidder Name

BALAJIKRUPA PROJECTS PRIVATE LIMITED

Ganapathi Stone Crushers Pvt Ltd