| 2411314 | 72114 | None | code01 | Removing of B.S Slab of Drain stacking and transporitng loading and unloading costs extra to nearest place including cost of labour tools and transportation required to complete the work.Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Sqm | 320.64 | 320.64 | 4958.4 | False | None | None | False | None | False | 1589861.376 | 0 |
| 2411315 | 72114 | None | code02 | Dismantling of existing structures like culverts bridges retaining walls and other structure comprising of masonry cement concrete wood work steel work including TandP and scaffolding wherever necessary sorting the dismantled material disposal of unserviceable material and stacking the serviceable material with all lifts and lead By Mechanical meansCement Concrete Grade M 15 and M 20 Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Cum | 933.26 | 933.26 | 887.76 | False | None | None | False | None | False | 828510.8976 | 0 |
| 2411316 | 72114 | None | code03 | Dismantling of existing structures like culverts bridges retaining walls and other structure comprising of masonry cement concrete wood work steel work including TandP and scaffolding wherever necessary sorting the dismantled material disposal of unserviceable material and stacking the serviceable material with all lifts and lead. By Mechanical means Dismantling Brick Tile work rubble masonry pitching etc by mechanical means Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Sqm | 233.64 | 233.64 | 1003.5 | False | None | None | False | None | False | 234457.74 | 0 |
| 2411317 | 72114 | None | code04 | Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and lead Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Sqm | 28.56 | 28.56 | 17080.0 | False | None | None | False | None | False | 487804.8 | 0 |
| 2411318 | 72114 | None | code05 | Cutting road surfaces for pipeline trenches and disposing of the excavated stuff as directed including barricading danger lighting etc. in the classifications for Cutting asphalt Road surface by Machine cutting to demarcate the trench width of the surface Power Cross Over Portion at 100 m IntervalComplete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Cum | 1249.84 | 1249.84 | 1577.35 | False | None | None | False | None | False | 1971435.124 | 0 |
| 2411319 | 72114 | None | code06 | Earth work excavation by manual means for drains canals waste weir draft approach channels key trenches foundation of Buildings and bridges and such simillar works in all kinds of soils as per drawing and technical specifications including setting out shoring strutting barricading caution lights removal of stumps and other deleterious matter excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting and stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools and other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5mComplete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Cum | 314.12 | 314.12 | 67274.47 | False | None | None | False | None | False | 21132256.5164 | 0 |
| 2411320 | 72114 | None | code07 | Earth work excavation for Foundation by mechanical means for all works and depth upto 3 m as per drawing and technical specifications including setting out shoring strutting barricading caution lights including dressing of excavated surfaces disposing off or levelling the excavated earth or sorting and stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools usage of machinery and other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Cum | 132.4 | 132.4 | 34807.51 | False | None | None | False | None | False | 4608514.324 | 0 |
| 2411321 | 72114 | None | code08 | Providing and laying of a reinforced cement concrete pipe duct 300 mm dia across the road new construction extending from drain to drain in cuts and toe of slope to toe of slope in fills constructing head walls at both ends providing a minimum fill of granular material over top and sides of RCC pipe as per IRC 98 1997 bedded on a 0.3 m thick layer of granular material free of rock pieces outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts joints to be made leak proof invert level of duct to be above higher than ground level to prevent entry of water and dirt all as per IRC 98 1997 and approved drawings. CaseII Double row for two utility servicesComplete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Mtr | 5203.68 | 5203.68 | 1313.0 | False | None | None | False | None | False | 6832431.84 | 0 |
| 2411322 | 72114 | None | code09 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1 2 but excluding excavation protection works backfilling concrete and masonry works in head walls and parapets Clause 1101.6 1000mm dia Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Mtr | 10329.48 | 10329.48 | 11776.0 | False | None | None | False | None | False | 121639956.48 | 0 |
| 2411323 | 72114 | None | code10 | Providing and laying Double wall Corrugated HDPE pipes for
Electrical. Telecommunication and Signalling lines having flexibility
and anti termite anti corrosive good abrasion fatigue strength
and UV resistant and capable of withstanding vehicular traffic
and earth loads conforming to IS 16205 2017 as per technical
specifications. 200 mm di rComplete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Mtr | 668.47 | 668.47 | 48966.0 | False | None | None | False | None | False | 32732302.02 | 0 |
| 2411324 | 72114 | None | code11 | Providing and laying Double wall Corrugated HDPE pipes for
Electrical. Telecommunication and Signalling lines having flexibility
and anti termite anti corrosive good abrasion fatigue strength
and UV resistant and capable of withstanding vehicular traffic
and earth loads conforming to IS 16205 2017 as per technical
specifications. 110 mm Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Mtr | 259.6 | 259.6 | 61388.0 | False | None | None | False | None | False | 15936324.8 | 0 |
| 2411325 | 72114 | None | code12 | Providing Bedding or Backfilling using approved stone dust quarry dust of size Not exceeding 5.6 mm for the pipe line trenches including watering and consolidation etc complete with all lead and lifts as per specification and as directed by the engineer incharge after obtaining the approval of the Chief Engineer.Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Cum | 2740.9 | 2740.9 | 6513.14 | False | None | None | False | None | False | 17851865.426 | 0 |
| 2411326 | 72114 | None | code13 | Construction of Granular Sub Base of required grading as per design 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 to achieve the desired density complete as per clause 401Grading V Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Cum | 3061.98 | 3061.98 | 3019.2 | False | None | None | False | None | False | 9244730.016 | 0 |
| 2411327 | 72114 | None | code14 | Providing laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site laying in uniform layers with paver grader in sub base base course on well prepared surface and compacting with vibratory roller to achieve the desired density.Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Cum | 3321.58 | 3321.58 | 7229.81 | False | None | None | False | None | False | 24014392.2998 | 0 |
| 2411328 | 72114 | None | code15 | Providing and laying in position cement concrete for levelling course for all works in foundation. The granite trap basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed laid in layers Not exceeding 150 mm thickness well compacted using plate vibrators including all lead and lifts cost of all materials of quality labour Usage charges of machineries curing and all the other appurtenances required to complete the work as per technical specificationsComplete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Cum | 8069.67 | 8069.67 | 5492.69 | False | None | None | False | None | False | 44324195.7123 | 0 |
| 2411329 | 72114 | None | code16 | Providing and laying in Cement Concrete for all Basement and surface level works return walls retaining walls sunken floors etc. The granite trap basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers well compacted using needle vibrators providing weep holes wherever necessary including all lead and lifts cost of all materials of quality labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Cum | 8411.04 | 8411.04 | 4878.83 | False | None | None | False | None | False | 41036034.2832 | 0 |
| 2411330 | 72114 | None | code17 | Add Extra for Formwork Centering shuttering complete for item No 16 with all lead and lift as per the directions of engineer in charge and Scaffolding Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Cum | 420.55 | 420.55 | 4878.83 | False | None | None | False | None | False | 2051791.9565 | 0 |
| 2411331 | 72114 | None | code18 | Supplying fitting and placing TMT FE 550 550D Steel Reinforcement including cost of all materials machinery labour cleaning straightening cutting bending hooking laping welding joints tying with binding wire soft annealed steel wire and other ancilary operations complete as per drawing and technical specificationComplete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Tonne | 102556.28 | 102556.28 | 562.88 | False | None | None | False | None | False | 57726878.8864 | 0 |
| 2411332 | 72114 | None | code19 | Providing and fixing Steel work welded in built up sections framed work including cutting hoisting fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings frames guard bar ladder railings brackets gates and similar works including cost of materials labour usage charges of machinery complete as per specifications and as per directions of the Engineer inCharge.Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Kg | 176.53 | 176.53 | 247610.63 | False | None | None | False | None | False | 43710704.5139 | 0 |
| 2411333 | 72114 | None | code20 | Providing and fixing Precast RCC 200mm thick cover slab for Drains culverts chambers and others using M30 design mix Grade Concrete using 20mm Nominal size graded crushed coarse aggregates slab reinforcement steel with Bottom of 12mmat 120mm c c and top of 10mmat 120mmc c and distribution steel of 8mmat180mm c c reinforcement steelat rate of 115 Kg Cum and slab jointed in CM 1 3 including cost of material labour form work lifting using suitable crane lift charges usage of machinery scaffolding curing lead and transportation charges etc.. complete and as per the directions of Engineer in Charge.Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Sqm | 5541.16 | 5541.16 | 896.08 | False | None | None | False | None | False | 4965322.6528 | 0 |
| 2411334 | 72114 | None | code21 | Providing and fixing Precast RCC 150mm thick cover slab for Drains culverts chambers and others using M30 design mix Grade Concrete using 20mm Nominal size graded crushed coarse aggregates slab reinforcement steel with Bottom of 12mmat 120mm c c and top of 10mmat 120mmc c and distribution steel of 8mmat180mm c c reinforcement steelat rate of 115 Kg Cumand slab jointed in CM 1 3 including cost of material labour form work lifting using suitable crane lift charges usage of machinery scaffolding curing lead and transportation charges etc.. complete and as per the directions of Engineer in Charge.Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Sqm | 4204.78 | 4204.78 | 6901.98 | False | None | None | False | None | False | 29021307.4644 | 0 |
| 2411335 | 72114 | None | code22 | Supplying and fixing Composite Fibre Reinforced Polymer FRP utility cover conforming to IS 12592 2002 with sufficient load bearing capacity as per technical specifications.Light Duty Square 600x600 mm with load bearing capacity upto 5t Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | No | 3894.0 | 3894.0 | 332.0 | False | None | None | False | None | False | 1292808.0 | 0 |
| 2411336 | 72114 | None | code23 | Construction of Median and Island with Soil Taken from Roadway Cutting 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 graded and compacted as per clause 408 Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Cum | 476.37 | 476.37 | 559.57 | False | None | None | False | None | False | 266562.3609 | 0 |
| 2411337 | 72114 | None | code24 | Providing and laying 60mm thick factory made precast M30 grade Cement Concrete Paver Block as per IRC SP 63 2018 and IS 15658 for Cycle Tracks and Pedestrian Footpaths of approved shape and colour laid in required pattern and including over 30mm thick compacted bed of coarse sand filling the joints with fine sand etc. all complete as per the direction of Engineer incharge. WMM WBM Base to be paid separately if necessary as per relevant technical specification. Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Sqm | 1386.26 | 1386.26 | 30921.9 | False | None | None | False | None | False | 42865793.094 | 0 |
| 2411338 | 72114 | None | code25 | Providing and laying 100mm thick factory made precast M40 grade Cement Concrete Paver Block as per IRC SP 63 2018 and IS 15658 for Commercial Traffic Axle load repetitions more than 10MSA upto 20MSA for Industrial Streets Bus and Truck parking of approved shape and colour laid in required pattern and including over 40mm thick compacted bed of coarse sand filling the joints with fine sand etc. all complete as per the direction of Engineer in charge. WMM WBM Base to be paid separately as per relevant technical specification. Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Sqm | 1687.4 | 1687.4 | 18300.0 | False | None | None | False | None | False | 30879420.0 | 0 |
| 2411339 | 72114 | None | code26 | Providing and laying in Cement Concrete for all Basement and surface level works return walls retaining walls sunken floors etc. The granite trap basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers well compacted using needle vibrators providing weep holes wherever necessary including all lead and lifts cost of all materials of quality labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Cum | 8207.25 | 8207.25 | 805.31 | False | None | None | False | None | False | 6609380.4975 | 0 |
| 2411340 | 72114 | None | code27 | Add Extra for Formwork Centering shuttering complete for item No 26 with all lead and lift as per the directions of engineer in charge and Scaffolding Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Cum | 410.36 | 410.36 | 805.31 | False | None | None | False | None | False | 330467.0116 | 0 |
| 2411341 | 72114 | None | code28 | Providing and laying in Cement Concrete for all Basement and surface level works return walls retaining walls sunken floors etc. The granite trap basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers well compacted using needle vibrators providing weep holes wherever necessary including all lead and lifts cost of all materials of quality labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Cum | 8573.29 | 8573.29 | 222.45 | False | None | None | False | None | False | 1907128.3605 | 0 |
| 2411342 | 72114 | None | code29 | Add Extra for Formwork Centering shuttering complete for item No 28 with all lead and lift as per the directions of engineer in charge and Scaffolding Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Cum | 428.66 | 428.66 | 222.45 | False | None | None | False | None | False | 95355.417 | 0 |
| 2411343 | 72114 | None | code30 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg m3 and minimum compressive strength of 4.00 N mm2 conforming to IS 2185 Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Sqm | 1700.38 | 1700.38 | 416.0 | False | None | None | False | None | False | 707358.08 | 0 |
| 2411344 | 72114 | None | code31 | Providing 12 mm cement plaster with cement mortar 1 6 1 cement 6 fine sand including rounding off corners wherever required smooth rendering providing and removing scaffolding including cost of materials labour curingComplete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Sqm | 312.82 | 312.82 | 624.01 | False | None | None | False | None | False | 195202.8082 | 0 |
| 2411345 | 72114 | None | code32 | Painting on Steel Surfaces Providing and applying two coats of ready mix paint of approved brand on steel surface after thorough cleaning of surface to give an even shade complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge.Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Sqm | 124.61 | 124.61 | 1434.4776 | False | None | None | False | None | False | 178750.253736 | 0 |
| 2411346 | 72114 | None | code33 | Providing and fixing pre cast solid cement concrete kerb stones made out of M20 with top width 100mm and bottom width 150mm respectively 300mm high and 450mm in length finished with CM 1 3 plastering and finishing cutting including formwork curing including cost of all materials labour hire charges of machinery loading unloading lead and lift transportation etc complete to be laid between Travel lane and Cycle Track Landscape with all lead lift loading and unloading complete as per the direction of Engineer incharge Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Mtr | 560.5 | 560.5 | 74802.0 | False | None | None | False | None | False | 41926521.0 | 0 |
| 2411347 | 72114 | None | code34 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Sqm | 141.48 | 141.48 | 9138.0 | False | None | None | False | None | False | 1292844.24 | 0 |
| 2411348 | 72114 | None | code35 | Providing and laying in place 300mm x 300mm x 16mm cement tactile directional and warning tiles for a person with visual impairment of the approved brand and make and specified colour for outdoor floors such as footpath courtyard multimodals location etc. laid on 20mm thick base of cement mortar 1 4 1 cement 4 coarse sand in all shapes and patterns including grouting the joints with white cement with matching pigments etc. complete as per as per standards. Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Sqm | 1810.71 | 1810.71 | 4164.0 | False | None | None | False | None | False | 7539796.44 | 0 |
| 2411349 | 72114 | None | code36 | Tack coat on BitumiNous surface Providing and applying tack coat with RS1 BitumiNous Emulsion using emulsion pressure distributor at the rate of 0.20 kg m2 on the prepared bitumiNous surface cleaned with mechanical broom Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Sqm | 15.58 | 15.58 | 44163.0 | False | None | None | False | None | False | 688059.54 | 0 |
| 2411350 | 72114 | None | code37 | Providing and laying BitumiNous Macadam with 40 60 tph capacity hot mix plant using crushed aggregates of specified grading premixed with bitumiNous binder VG 30at 3.3percent by weight of mix transported to site laid over a previously prepared surface with mechanical paver finisher to the required grade level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compactionComplete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Cum | 9685.68 | 9685.68 | 1547.135 | False | None | None | False | None | False | 14985054.5268 | 0 |
| 2411351 | 72114 | None | code38 | Milling of existing BitumiNous surface to a specified depth up to 40mm using Milling machine including disposal of removed material Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Sqm | 58.41 | 58.41 | 79237.5 | False | None | None | False | None | False | 4628262.375 | 0 |
| 2411352 | 72114 | None | code39 | Thin White Topping Construction of Thin White Topping with M40 grade plain cement concrete pavement over existing BitumiNous surface Preparation to be done if necessary either by Milling or Levelling course with BM DLCwith approved grade Cement as per IRC SP76 2015 coarse and fine aggregate conforming to IS 383 2016 maximum size of fine aggregate Not exceeding 25 mm mixed in a batching and mixing plant as per approved mix design including fibre reinforcementat 9.25 kg m3 transported to site laid with slip form paver finisher spread compacted and finished in a continuous operation with Texture Curing Machine including provision of contraction joint joint filler sealant primer joint sealant admixtures curing compound steel channels finishing to lines and grades as per drawing. Cost of milling if necessary shall be paid seperately OPCat420 kg m3.complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge.Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Cum | 11611.91 | 11611.91 | 15307.34 | False | None | None | False | None | False | 177747454.4194 | 0 |
| 2411353 | 72114 | None | code40 | Construction of Thin white topping with M40 grade plain cement concrete pavement over existing surface with approved grade cementat 420 kg m3 and as per IRC SP 76 2015 coarse and fine aggregate conforming to IS 383 2016 maximum size of fine aggregate Not exceeding 25 mm mixed in a batching and mixing plant as per approved mix design transported to site laid manually spread compacted and finished in a continuous operation with Texture Curing Machine including provision of contraction joint joint filler sealant primer joint sealant admixtures as approved curing compound finishing to lines and grades as per drawing. Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Cum | 11587.91 | 11587.91 | 1981.8 | False | None | None | False | None | False | 22964920.038 | 0 |
| 2411354 | 72114 | None | code41 | Providing and laying Dense Graded BitumiNous Macadam with 100 TPH capacity HMP batch type using crushed aggregates of specified grading premixed with bitumiNous binder VG 30 at 4.5 per cent by weight of total mix and filler transporting the hot mix to work site laying with mechanical paver finisher 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. Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Cum | 12151.88 | 12151.88 | 146.0 | False | None | None | False | None | False | 1774174.48 | 0 |
| 2411355 | 72114 | None | code42 | Providing and laying BitumiNous Concrete with 100 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bitumiNous binder VG 30 at 5.4 per cent of mix and filler transporting the hot mix to work site laying with mechanical paver finisher 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. 507 complete in all respectsComplete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Cum | 14102.77 | 14102.77 | 102.0 | False | None | None | False | None | False | 1438482.54 | 0 |
| 2411356 | 72114 | None | code43 | Providing and fixing in position tie bars precoated with anticorrosive epoxy paint of 12 mm dia. 700 mm. long and at 300 mm. C C and wherever directed including handling straightening wrapping with paper of approved quality for half length necessary cutting handling straightening supported by assembly of TMT chairs with proper alignment etc. complete.Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | No | 350.46 | 350.46 | 27632.0 | False | None | None | False | None | False | 9683910.72 | 0 |
| 2411357 | 72114 | None | code44 | Providing and fixing in position 25mm dia dowel bars precoated with anticorrosive epoxy paint of required Dia. 600 mm. Long and at 300 mm. C C and wherever directed including handling straightening necessary cutting supported by TMT chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bitumiNous paint as directed etc. complete.Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | No | 493.24 | 493.24 | 2035.0 | False | None | None | False | None | False | 1003743.4 | 0 |
| 2411358 | 72114 | None | code45 | Installation of a steel portable barricade with horizontal rail 300 mm wide 2.5 m in length fitted on a A frame made with 45 x 45 x 5 mm angle iron section 1.5 m in height horizontal rail painted 2 coats with yellow and white stripes 150 mm in width at an angle of 45 degree A frame painted with 2 coats of yellow paint complete as per IRC SP 55 2014 Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | No | 4785.73 | 4785.73 | 1658.0 | False | None | None | False | None | False | 7934740.34 | 0 |
| 2411359 | 72114 | None | code46 | Positioning of a smart flagman with a yellow vest and a yellow cap and a red flag 600 x 600 mm securely fastened to a staff 1 m in length for guiding the traffic Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | No | 1008.55 | 1008.55 | 167.0 | False | None | None | False | None | False | 168427.85 | 0 |
| 2411360 | 72114 | None | code47 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on BitumiNous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beadsat 250 g m2 area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35 2015.The finished surface to be level uniform and free from streaks and holes Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Sqm | 687.94 | 687.94 | 5448.0 | False | None | None | False | None | False | 3747897.12 | 0 |
| 2411361 | 72114 | None | code48 | 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 directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro reflectance of the reflecting panel to the Engineer Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | No | 473.77 | 473.77 | 5535.0 | False | None | None | False | None | False | 2622316.95 | 0 |
| 2411362 | 72114 | None | code49 | Retro Reflectorised Traffic Signs Retro Reflectorised Traffic Signs Providing and fixing of retroreflectorised cautionary mandatory and informatory sign as per IRC 67 2022 madeof Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3 3mm 4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x3mm angle mounted on a mild steel circular pipe 65 NB 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cmx 45 cm x 60 cm 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC 67 2022.60cm Equilateral triangle complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge.Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | No | 4677.99 | 4677.99 | 20.0 | False | None | None | False | None | False | 93559.8 | 0 |
| 2411363 | 72114 | None | code50 | Retro Reflectorised Traffic Signs Retro Reflectorised Traffic Signs Providing and fixing of retroreflectorised cautionary
mandatory and informatory sign as per IRC 67 2022 madeof Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3 3mm 4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x3mm angle mounted on a mild steel circular pipe 65 NB 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cmx 45 cm x 60 cm 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC 67 2022.60cm circular trianglecomplete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge.Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | No | 5645.0 | 5645.0 | 20.0 | False | None | None | False | None | False | 112900.0 | 0 |
| 2411364 | 72114 | None | code51 | Retro Reflectorised Traffic Signs Retro Reflectorised Traffic Signs Providing and fixing of retroreflectorised cautionary
mandatory and informatory sign as per IRC 67 2022 madeof Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3 3mm 4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x3mm angle mounted on a mild steel circular pipe 65 NB 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cmx 45 cm x 60 cm 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC 67 2022.80cm x 60cm Rectangularcomplete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge.Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | No | 7145.49 | 7145.49 | 15.0 | False | None | None | False | None | False | 107182.35 | 0 |
| 2411365 | 72114 | None | code52 | Retro Reflectorised Traffic Signs Retro Reflectorised Traffic Signs Providing and fixing of retroreflectorised cautionary
mandatory and informatory sign as per IRC 67 2022 madeof Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3 3mm 4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x3mm angle mounted on a mild steel circular pipe 65 NB 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cmx 45 cm x 60 cm 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC 67 2022.60cm x 60cm Squarecomplete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge.Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | No | 6231.7 | 6231.7 | 20.0 | False | None | None | False | None | False | 124634.0 | 0 |
| 2411366 | 72114 | None | code53 | Road DelineatorsSupplying and installation of delineators road way indicators hazard markers object markers 80 100 cm high above ground level painted black and white in 15 cm wide strips fitted with 80 x100 mm rectangular or 75 mm dia circular reflectorised panels at the top buried or pressed into the ground and conforming to IRC 79 and the drawingsComplete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | No | 2623.26 | 2623.26 | 5.0 | False | None | None | False | None | False | 13116.3 | 0 |
| 2411367 | 72114 | None | code54 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work. Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Cum | 110.33 | 110.33 | 71690.82 | False | None | None | False | None | False | 7909648.1706 | 0 |
| 2411368 | 72114 | None | code55 | Loading and Unloading of Stone Boulder Stone aggregates Sand Kankar Moorum. Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Cum | 154.46 | 154.46 | 4621.51 | False | None | None | False | None | False | 713838.4346 | 0 |
| 2411369 | 72114 | None | code56 | Cost of Haulage Excluding Loading and Unloading Taking output 18 t load and lead 10 km equal 180 t.km Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Cum | 132.92 | 132.92 | 76312.33 | False | None | None | False | None | False | 10143434.9036 | 0 |
| 2411370 | 72114 | None | code57 | Providing and laying Reinforced Cement Concrete pipe light duty NP2 for culverts roadway utilitiesand crossingsas per IS 458 2003 in Single row including pointing ends and fixing collars with cement mortar 1 2 including cost of all materials labour curing complete as per specifications. 300 mm diaComplete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Mtr | 1107.19 | 1107.19 | 182.38 | False | None | None | False | None | False | 201929.3122 | 0 |
| 2411371 | 72114 | None | code58 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools breaking to pieces Not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately PWD SR 2023 24 volume 3 item No 2.19 page No 12Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Cum | 730.77 | 730.77 | 320.0 | False | None | None | False | None | False | 233846.4 | 0 |
| 2411372 | 72114 | None | code59 | Removing of RCC Slab of Drain stacking and Resetting of RCC slab with 1 4 CM pointing including cost of labour tools and other appurtenaces required to complete the workComplete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Sqm | 333.26 | 333.26 | 4270.0 | False | None | None | False | None | False | 1423020.2 | 0 |
| 2411373 | 72114 | None | code60 | Provision of an Reinforced cement concrete new jersey crash barrier at the medians constructed with reinforcement cement concrete with TMT FE 550 reinforcement conforming MoRTH Specification and as per details given IRC 119 Fig 6 including dowel bars 25 mm dia 450 mm long at expansion joints filled with pre moulded asphalt filler board as per approved drawing and at locations directed by the Engineer all as specified M25 gradeComplete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Mtr | 3448.79 | 3448.79 | 250.0 | False | None | None | False | None | False | 862197.5 | 0 |
| 2411374 | 72114 | None | code61 | Construction of M40 Grade un reinforced dowel jointed plain cement concrete pavement over a prepared sub base in recommended proportions coarse and fine aggregate conforming to IS 383 2016 maximum size of coarse aggregate Not exceeding 25 mm mixed in a batching and mixing plant as per approved mix design transported to site laid with a slip form paver finisher spread 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 steel channels finishing to lines and grades as per drawing Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Cum | 11761.18 | 11761.18 | 175.81 | False | None | None | False | None | False | 2067733.0558 | 0 |
| 2411375 | 72114 | None | code62 | Manufacturing supplying and fixing of good quality cast iron gratinngs chamber covers of heavy duty size 650*650mm 25mm thick total weight of 185kgs with labours transportation loading and unloading as per detailed specifications and direction of engineer in charge.Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | No | 26078.0 | 26078.0 | 194.7 | False | None | None | False | None | False | 5077386.6 | 0 |
| 2411376 | 72114 | None | code63 | Refilling available earth around trenches pipelines cables in layers Not exceeding 20 cms in depth compacting each deposited layer by ramming after watering with a lead upto 50 m and lift upto 1.5 m. Including cost of all labour complete as per specifications Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Cum | 207.68 | 207.68 | 24800.0 | False | None | None | False | None | False | 5150464.0 | 0 |
| 2411377 | 72114 | None | code64 | Providing laying and jointing HDPE pipes of specified grade and conforming to IS 4984 2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches laying true to line and jointing of pipes and specials with electrofusion welding giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of Not less than 15 cms. with soft gravel or selected earth available from the excation testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee stub ends flanged sets bedns reducers etc. complete. Contractor will make his own arrangements for procuring water for testing etc. complete. HDPE Grade PE100 PN6.0 200mm dia Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Mtr | 1599.14 | 1599.14 | 1437.98 | False | None | None | False | None | False | 2299531.3372 | 0 |
| 2411378 | 72114 | None | code65 | Providing and laying Ductile Iron pipes of class conforming to IS 8329 2000 with latest amendments conveying to work site rolling and lowering into trenches laying true to line level and perfect linking at joints testing and commissioning including loading and unloading at both destinations cutting of pipes wherever necessary jointing with DI specials excluding cost of specials and rubber gaskets cleaning the socket and spigot end with soap solution applying soft soap to the socket and spigot ends before insertion of rubber gaskets jacking and fixing in perfect conditions etc. The cost to include soap solution soft soap waste etc. and giving necessary hydraulic test to the required pressure as per ISS with all lead and lifts and cost of all jointing materials. The contractor will make his own arrangements for water for testing. Earth work excavation in trenches to be measured and paid for seperately Note In sewerage projects for internal cement mortal lining CML of DI pipes if High Alumina Cement HAC as recommended in Annexure B clause 16.3 of IS8329 2000 is considered in place of Slag or Sulphate Resistance Cement SRC the cost of pipes may be increased by 5 6percent from the prices listed. For DI K7 pipes 100 mm dia pipe Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Mtr | 1895.08 | 1895.08 | 14285.0 | False | None | None | False | None | False | 27071217.8 | 0 |
| 2411379 | 72114 | None | code66 | Providing SandS RCC SPUN VIBRATED CAST PIPES REINFORCED pipes NP 3 Class conforming to IS 458 1988 with latest amentments using ordinary portland cement for sanitary works and conveying to work site rolling and lowering into trenches laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials perfect linking of joints with jack to correct position including cost of jointing materials i.e rubber rings conforming to IS 5382 for SandS RCC pipes with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. Contractor will make his own arrangements for procuring water for testing. Before the execution of the work the contractor shall carry out the survey. RCC NP3 Class pipe 300mm dia Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Mtr | 1728.94 | 1728.94 | 14014.0 | False | None | None | False | None | False | 24229365.16 | 0 |
| 2411380 | 72114 | None | code67 | Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron DI conforming ti IS 1865 with the latest amendments and of grade GGG 40 50 shaft of stainless steel wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100percent leak proof with face to face dimensions as per IS 14846 2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings minimum 2 inch O inch rings. Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves T.P set galvanized bolts and nuts and rubber insertions etc. but excluding earth work. For Sluice Valve of PN 10 and 100 mm Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | No | 14127.43 | 14127.43 | 25.0 | False | None | None | False | None | False | 353185.75 | 0 |
| 2411381 | 72114 | None | code68 | Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron DI conforming ti IS 1865 with the latest amendments and of grade GGG 40 50 shaft of stainless steel wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100percent leak proof with face to face dimensions as per IS 14846 2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings minimum 2 inch O inch rings. Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves T.P set galvanized bolts and nuts and rubber insertions etc. but excluding earth work. For Sluice Valve of PN 10 and 300 mm Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | No | 78301.85 | 78301.85 | 25.0 | False | None | None | False | None | False | 1957546.25 | 0 |
| 2411382 | 72114 | None | code69 | Providing house connection with excavation in all types of soils cutting with machine cutter without damaging the other utilities and Providing and laying of MDPE pipe PE80 PN 12.5 manufactured in accordance with ISO 4427 1996 with minimum required strength of 8 Mpa hydraulic design stress of 6.3 Mpa and with minimum wall thickness of 2.3mm GI pipe by making the bore of 15mm dia. size on the distribution mains using drilling bits or machines only and laying the pipe line at a depth Not less than 0.45 mtrs. from the road surface including providing 40mm dia. inchAinch class GI pipe as casing over the MDPE pipe from the bore point and upto the entrance of the premises and removing the stone slab covering of the drain and dismantling the size stone masonry wherever necessary and making bore in the wall of the premises. On entering the premises connection should be continued with 20mm GI pipe by making inchUinch shape for the meter point below the ground level by making pit with sufficient space for the easy installation and removal of the water meter and providing vertical stand pipes on both sides of the meter. The connection should be secured firmly on the distribution main pipe with SS Brass ferrule of size 1 2inch x 3 4inch and fixing the union joint and gate valve stop cock before the meter point and a reflex valve Non return valve should be fixed on the connection after the meter point. All these fixtures should be of standard quality conforming to IS. The compression fittings for MDPE pipes conforming to ISO 14236 and its latest versions. If the connection is of HDPE pipe the work include electric fusion tapping T or saddles PE 100 black colour pipe of PN 16 SDR 11 or Higher grade conforming to standards with brass cutter cum flow regulator water tight cap with O ring long spigot for making bore tapping suitable to HDPE pipe by Electro fusion welding as per BS EN 12201 3 and EN 1555 3 standards. The Product should be tested to comply with BS 6920 for drinking water service in WRC NSF UK and DVGW certificate Germany. The Saddle should be manufactured Virgin Compounded PE 100 material. Tapping Tee or Saddles with coupler and compression fittings with cost of GI pipes as per diagram all specials such as GI tee GI elbow GI coupler stopper with appurtenances and brass or SS tap The excavated trench should be refilled with soft selected earth and the dismantled masonry of the drain should be re constructed with available size stones in CM 1 8 and providing coping in CC 1 3 6 wherever required and the stone slab covering should be refixed in position with pointing in CM 1 3 and also the bored wall of the premises should be re done to the original position and the rates are inclusive of the cost of all the materials cement sand water etc required for these works. The road suface should be compacted well and brought to the original condition and the excess earth or debris should be disposed off to a distance with an initial lead of 10 Kms. etc. complete for the following diameters Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Each | 8498.01 | 8498.01 | 430.0 | False | None | None | False | None | False | 3654144.3 | 0 |
| 2411383 | 72114 | None | code70 | Providing house connection with excavation in all types of soils cutting with machine cutter without damaging the other utilities and Providing and laying of MDPE pipe PE 80 PN 12.5 manufactured in accordance with ISO 4427 1996 with minimum required strength of 8 Mpa hydraulic design stress of 6.3 Mpa and with minimum wall thickness of 2.3mm GI pipe by making the bore of 15mm dia. size on the distribution mains using drilling bits or machines only and laying the pipe line at a depth Not less than 0.45 mtrs. from the road surface including providing 40mm dia. inch class GI pipe as casing over the MDPE pipe from the bore point and upto the entrance of the premises and removing the stone slab covering of the drain and dismantling the size stone masonry wherever necessary and making bore in the wall of the premises. On entering the premises connection should be continued with 20mm GI pipe by making inchUinch shape for the meter point below the ground level by making pit with sufficient space for the easy installation and removal of the water meter and providing vertical stand pipes on both sides of the meter. The connection should be secured firmly on the distribution main pipe with SS Brass ferrule of size 1 2inch x 3 4inch and fixing the union joint and gate valve stop cock before the meter point and a reflex valve Non return valve should be fixed on the connection after the meter point. All these fixtures should be of standard quality conforming to IS. The compression fittings for MDPE pipes conforming to ISO 14236 and its latest versions. If the connection is of HDPE pipe the work include electric fusion tapping T or saddles PE 100 black colour pipe of PN 16 SDR 11 or Higher grade conforming to standards with brass cutter cum flow regulator water tight cap with O ring long spigot for making bore tapping suitable to HDPE pipe by Electro fusion welding as per BS EN 12201 3 and EN 1555 3 standards. The Product should be tested to comply with BS 6920 for drinking water service in WRC NSF UK and DVGW certificate Germany. The Saddle should be manufactured Virgin Compounded PE 100 material. Tapping Tee or Saddles with coupler and compression fittings with cost of GI pipes as per diagram all specials such as GI tee GI elbow GI coupler stopper with appurtenances and brass or SS tap The excavated trench should be refilled with soft selected earth and the dismantled masonry of the drain should be re constructed with available size stones in CM 1 8 and providing coping in CC 1 3 6 wherever required and the stone slab covering should be refixed in position with pointing in CM 1 3 and also the bored wall of the premises should be re done to the original position and the rates are inclusive of the cost of all the materials cement sand water etc required for these works. The road suface should be compacted well and brought to the original condition and the excess earth or debris should be disposed off to a distance with an initial lead of 10 Kms. etc. complete for the following diameters for minimum length of 2metc. complete. For connection pipe length beyond 2.0 mtrs for every 1mtr. or part thereof. Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Mtr | 1226.61 | 1226.61 | 250.0 | False | None | None | False | None | False | 306652.5 | 0 |
| 2411384 | 72114 | None | code71 | Construction of RCC Machinehole chambers of 1 1.5 3 proportion or approved type Cast insitu Pre cast RCC Machinehole chambers constructed using form vibrators of standard type with barricading danger lighting and using of sight rails and boning rods wherever necessary shoring and strutting wherever required using Ordinary Port Land Cement using 1 1.5 3 proportion RCC with 20 mm and down graded jelly well graded sand and steel of approved quality 200 mm thick top concrete slab having wall thickness and raft thickness as in approved drawings and with an offset in raft alround the chamber as in approved drawing benching concrete with 1 6 slope towards the central drain finished smooth including fixing and grouting of pipes including conveying to work spot supply and fixing SFRC Machinehole cover and frame Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Each | 63878.47 | 63878.47 | 356.08 | False | None | None | False | None | False | 22745845.5976 | 0 |
| 2411385 | 72114 | None | code72 | Add extra for additional depth of 0.1m each RCC Machinehole chambers of 1 1.5 3 proportion or approved type Cast insitu Pre cast RCC Machinehole chambers constructed using form vibrators of standard type with barricading danger lighting and using of sight rails and boning rods wherever necessary shoring and strutting wherever required using Ordinary Port Land Cement using 1 1.5 3 proportion RCC with 20 mm and down graded jelly well graded sand and steel of approved qualityComplete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Each | 2375.77 | 2375.77 | 1780.4 | False | None | None | False | None | False | 4229820.908 | 0 |
| 2411386 | 72114 | None | code73 | Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material delivering superior light output Rated life Burning Hrs 50000 hrat Lumen Maintenance of 70percent aximum light intensity should be between 60 degrees to 70 degrees. CCT greater than 5500K IP66 optical and electrical compartment and impact resistance of complete luminaire greater than IK08. Power Factor greater than0.9 with mains Surge ProtectionMin 5KV along with Over voltage Overload short circuit miss wiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50 60Hz application. Compliance to IS 10322 IEC 60598 LM 79 and LM 80 Adherence with RoHS. UL approved MCPCB.Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with 120 W System Power consumption. LED Efficiency greater than 1301m w Nominal CRI greater than 75. Luminaire manufacturer should have in house facility accredited by NABL CPRI and any Government certified agency and Design and Development facility certified by ISO 9001 2008. Housing with supplier word mark name shall be Engraved Embossing on the die cast housing Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned LED Streetlight 120 W Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Each | 13057.88 | 13057.88 | 1226.0 | False | None | None | False | None | False | 16008960.88 | 0 |
| 2411387 | 72114 | None | code74 | Earth work excavation by manual means for drains canals waste weir draft approach channels key trenches foundation of bridges and such simillar works in all kinds of soils as per drawing and technical specifications including setting out shoring strutting barricading caution lights removal of stumps and other deleterious matter excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting and stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools and other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Cum | 314.12 | 314.12 | 549.24 | False | None | None | False | None | False | 172527.2688 | 0 |
| 2411388 | 72114 | None | code75 | Fabricating supplying and erection of 8 mts long hot dip Galvanized Conical hot dip Pole with BSEN 10025 grade S355JO steel plate for shaft IS 2062 for base plate with door opening arrangements including suitable boards Bakelite sheet and MCBs as per IS specifications suitable to withstand the wind speed of 47 m s for 8 m Pole in single section and single joint welded as per IS 9595 IS10178AWS having dimensions bottom 155 mm top 75 mm with 3 mm thick suitable base plate and 4Nos of 550mm long J bolts along with template and the Pole shall be hot dip galvanized in single dipping with Not less than 65micron as per ASTM A123 and 153 etc Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Each | 23234.2 | 23234.2 | 613.0 | False | None | None | False | None | False | 14242564.6 | 0 |
| 2411389 | 72114 | None | code76 | Fixing halogen metal halide SVL IL LED floodlight fitting over existing pole wall ceiling including clA bolts nuts and wiring using suitable capacity wires.Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Each | 210.28 | 210.28 | 1226.0 | False | None | None | False | None | False | 257803.28 | 0 |
| 2411390 | 72114 | None | code77 | Supplying and fixing telescopic M.S. bracket fabricated by using 0.5m length 4inch dia telescopic M. S. pipe with 2inch dia1.5m long M.S.Bracket and are welded with suitable angle using 6mm thick M. S. sheet grip bolts and nuts as required suitable for 9 to 12 ms. M. S. tubular pole with necessary two coats of painting with all other accessories. Double bracket 2x1.5 m. Length Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Each | 3030.83 | 3030.83 | 613.0 | False | None | None | False | None | False | 1857898.79 | 0 |
| 2411391 | 72114 | None | code78 | 1.1 kV XLPE or Heat resistant PVC insulated PVC exutruted Inner Seath Armoured LTUG Cable as per IS 1554 Part1 or IS 7098 Part 1 Armouring strip thickness and resistivity as per IS 3975 25 Sqmm 3.5 Core 12 GI Strips 4 x 0.8 mm Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Km | 181134.6 | 181134.6 | 2.371 | False | None | None | False | None | False | 429470.1366 | 0 |
| 2411392 | 72114 | None | code79 | Laying of cable in Existing Trench GI pipe Stone Ware RCC Hume pipe using Wooden Aluminum Rollers as directed by the departmental staff LT Cable 2.5 to 25 Sqmm Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Km | 27110.03 | 27110.03 | 17.293 | False | None | None | False | None | False | 468813.74879 | 0 |
| 2411393 | 72114 | None | code80 | Earth work excavation for cable trench of 0.5 to 0.75 Mtr. Width and Depth upto 1 Mtr including trial pits depositing on bank upto a lead of 50 Mtr Supplying and Displaying necessary Danger Boards and Lighting Using sight Rails and Sign Boards at every 100 Mtr wherever necessary as directed. In Ordinary SoilAs per 23 24 SR for this item mentioned to refers vol 1 SR Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Cum | 314.12 | 314.12 | 1989.6 | False | None | None | False | None | False | 624973.152 | 0 |
| 2411394 | 72114 | None | code81 | Straight Through Jointing Kit Suitable for 1.1 kV Class LTUG Cable as per IS 13573 Epoxy Type 25 Sqmm 4 Core Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Set | 973.5 | 973.5 | 172.0 | False | None | None | False | None | False | 167442.0 | 0 |
| 2411395 | 72114 | None | code82 | Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130 1984 and Virgin PVC insulation sheathed suitable for working voltage upto 1100 Volts as per IS 694 1990 3C 4 Sq mm Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Mtr | 223.26 | 223.26 | 7356.0 | False | None | None | False | None | False | 1642300.56 | 0 |
| 2411396 | 72114 | None | code83 | Digging of Pit for providing GI Pipe type Earthing Ordinary Soil Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Per Pit | 985.18 | 985.18 | 58.0 | False | None | None | False | None | False | 57140.44 | 0 |
| 2411397 | 72114 | None | code84 | Grounding Material Pipe GroundingComplete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | No | 964.41 | 964.41 | 58.0 | False | None | None | False | None | False | 55935.78 | 0 |
| 2411398 | 72114 | None | code85 | Good Quality well burnt Charcoal for groundingpurposes packed in Non returnable gunny bag of 30 Kg each Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | No | 877.45 | 877.45 | 58.0 | False | None | None | False | None | False | 50892.1 | 0 |
| 2411399 | 72114 | None | code86 | Good Quality Salt for grounding purposes packed in 50 Kg gunny bag Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Bag | 402.38 | 402.38 | 58.0 | False | None | None | False | None | False | 23338.04 | 0 |
| 2411400 | 72114 | None | code87 | Supplying and fixing Microprocessor based Electronic timer without contactor Din Mounting using necessary bolts nuts and washers etc 3 120sec setting. Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Each | 3004.87 | 3004.87 | 10.0 | False | None | None | False | None | False | 30048.7 | 0 |
| 2411401 | 72114 | None | code88 | Supplying of on load change over switches 4 poles AC 23Amps duty 415V 50HZ AC Supply. Open Execution Upto 63Amps Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Each | 7113.04 | 7113.04 | 10.0 | False | None | None | False | None | False | 71130.4 | 0 |
| 2411402 | 72114 | None | code89 | Supply and fixing of 4Pole Power Contactor With No NC Contacts on existing wood panel board using necessary bolts nuts washers and wiring etc complete with AC 3 Rating and as per IS 13947. 40 AMPS Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Each | 2930.88 | 2930.88 | 10.0 | False | None | None | False | None | False | 29308.8 | 0 |
| 2411403 | 72114 | None | code90 | Supplying and fixing Moulded Case Circuit Breaker MCCB over the existing wood panel board using necessary screws bolts nuts necessary phase separators handle and wiring complete. Protection of Overload and Short circuit with thermal Magnetic Micro processor release and Earth Fault as per IS 13947. Icu equal Ics THREE POLE 100 Amps 25KA. Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Each | 7899.63 | 7899.63 | 10.0 | False | None | None | False | None | False | 78996.3 | 0 |
| 2411404 | 72114 | None | code91 | Supplying and Fixing of shunt trip suitable for MCCB CBCT. Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Each | 2210.49 | 2210.49 | 10.0 | False | None | None | False | None | False | 22104.9 | 0 |
| 2411405 | 72114 | None | code92 | Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and C curve indicator ON OFF energy cross 3 with Short circuit breaking cappacity of 10K and complete wiring as required. Confirming to IEC 60898. 6 32 AMPS TPN. Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Each | 2228.67 | 2228.67 | 30.0 | False | None | None | False | None | False | 66860.1 | 0 |
| 2411406 | 72114 | None | code93 | Supplying fixing and wiring rotary selector switch suitable for Ammeter. Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Each | 259.6 | 259.6 | 10.0 | False | None | None | False | None | False | 2596.0 | 0 |
| 2411407 | 72114 | None | code94 | Supplying fixing and wiring rotary selector switch suitable for Voltmeter. Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Each | 207.68 | 207.68 | 10.0 | False | None | None | False | None | False | 2076.8 | 0 |
| 2411408 | 72114 | None | code95 | Supplying fixing and wiring 3 phase Digital Ammeter Voltmeter Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Each | 1849.65 | 1849.65 | 30.0 | False | None | None | False | None | False | 55489.5 | 0 |
| 2411409 | 72114 | None | code96 | Supplying fixing and wiring Electronic Trivector Meter ETV 5 to 32 63 Amps three phase 4 wire whole current class 1 Accuracy Energy Meter. Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Each | 7405.09 | 7405.09 | 10.0 | False | None | None | False | None | False | 74050.9 | 0 |
| 2411410 | 72114 | None | code97 | Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230 440v A.C. 50 Hz 12 24v D.C. Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Each | 668.47 | 668.47 | 30.0 | False | None | None | False | None | False | 20054.1 | 0 |
| 2411411 | 72114 | None | code98 | Supplying 100 Amps rated 3 phase with neutral bus bar using required capacity electrolytic alluminium strips covered with heat shrinkable coloured PVC sleeve mounted on pheNolic FRP DMC insulator which are mounted on powder coated 40 x 6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary botls nuts and washers 100 Amps 4 x 30 x 6mm Alluminium Strips Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Mtr | 3199.57 | 3199.57 | 50.0 | False | None | None | False | None | False | 159978.5 | 0 |
| 2411412 | 72114 | None | code99 | Supplying and fixing angle iron frame work fabricated out of M.S. angle iron. and M.S. flat 50 by 50 by 6MM with bolts washers etc and painted with 2 coats of red oxide and then two coats of approved paint. 50 by 50 by 6MM Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Mtr | 512.71 | 512.71 | 100.0 | False | None | None | False | None | False | 51271.0 | 0 |
| 2411413 | 72114 | None | code100 | Fabricating supplying and mounting MS box made out 14 SWG suitable for floor wall mounting fully weather proof with provision for better heat dissipation provided with hinged front cover equipped with tamper proof locking arrangements with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7 tanks treatment with powder coated paint and finally finished with approved colour etc complete. 14 SWG. Complete as per Specifications with all lead and lift and as per the directions and instructions of Engineer in charge. ---- All clauses as mentioned in Bid Document | Sq CM | 0.65 | 0.65 | 960000.0 | False | None | None | False | None | False | 624000.0 | 0 |