Hyderabad Road Development Corporation Limited-HRDCL has published Construction Of Missing Links/ Slip Roads In Hyderabad City For Package B1 On A) Corridor No. 3: Miyapur Metro Depot To Kondapur Masjid Jn. (Via Idpi Employees Colony, Srila Park Pride Road) (Length 1.80 Km), B) Corridor No. 8: Shaikpet Dargah Jn. (Old Mu. Submission Date for this Tender is 27-01-2020. Overhead Line Tenders in RANGAREDDY Telangana. Bidders can get complete Tender details and download the document.
| S.No | Subwork Name | Specification Number | Quantity | UOM | Rate(INR) | Amount(INR) |
|---|---|---|---|---|---|---|
| 1 | Improvements | 201.0 | 18.81 | Hect | 33572.00 | 631573.25 |
| 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, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness complete by mechanical means as per Technical Specification Clause 201 MORTH 5th Revision etc complete and as per the directions of Engineer-In-Charge. | ||||||
| 2 | Improvements | 202.0 | 97.09 | Cum | 741.00 | 71941.84 |
| Dismantling of Cement Concrete of Grade M-15/M-20 (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all leads & lifts ) as per MORTH 5th Revison and as per the directions of Engineer In-Charge. | ||||||
| 3 | Improvements | As directed by Engineer-In-Charge | 118143.75 | Cum | 196.00 | 23156174.90 |
| Carting and Disposal of excavated/unservceable material/earth to a lead of 15 km beyond initial lift including labour charges for loading and unloading, transportation etc., complete etc overheads for finished item of work complete as per directions of Engineer-In-Charge. | ||||||
| 4 | Improvements | 301.0 | 290862.34 | Cum | 111.00 | 32285719.41 |
| Excavation for roadwork in soils up to SDR by mechanical means including trimming bottom and side slopes in accordance with requirements of lines , grades and cross sections etc., complete including (excluding seigniorage) charges for finished item of work for trench cutting with all leads & lifts up to 1000 m etc complete as per MoRT&H specification 301(5th Revision) and as directed by the Engineer-in-Charge. | ||||||
| 5 | Improvements | 301.0 | 31081.91 | Cum | 836.00 | 25984480.84 |
| Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with all leads & lifts up to 1000m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) etc complete and as per the directions of Engineer-In-Charge. | ||||||
| 6 | Improvements | 301.0 | 5491.23 | Cum | 301.00 | 1652861.70 |
| Excavation for roadway in hard rock (Controlled Blasting) with rock breakers including breaking rock, loading in tippers and disposal with all leads & lifts up to 1000m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) etc complete and as per the directions of Engineer-In-Charge. The contractor should take approvals from the concerned competent authorities in cooridination with the Engineer-In-Charge .Blasting operations should be as per MORTH 5th Revison etc complete and as per the directions and satifaction to concerned competent authorities. | ||||||
| 7 | Improvements | 305.0 | 144026.95 | Cum | 151.00 | 21748069.45 |
| Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2) as per MORT&H 5th revision & as directed by Engineer-In-Charge. | ||||||
| 8 | Improvements | 305.0 | 419801.19 | Cum | 502.00 | 210740195.87 |
| Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per MORT&H 5th revision & as directed by Engineer-In-Charge.( With 15.0 Km Lead) | ||||||
| 9 | Improvements | 305.0 | 24947.60 | Cum | 162.00 | 4041511.20 |
| Construction of Sub grade with material obtained from roadway cutting with CBR>=12%, PI<12% & MDD> 18KN/Cum pre-watering of soil , removal of top soil, excavation of soils , depositing the soils on the embankment, spreading soil, breaking clods, sectioning , grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P and seigniorage charges, complete for finished item of work as per MoRT&H specification 305 (5th Revision) (payment willo be based on level for finished item of work) | ||||||
| 10 | Improvements | 305.0 | 80861.40 | Cum | 554.00 | 44797215.60 |
| Construction of Sub grade with material obtained from Borrow Area with CBR>=12%, PI<12% & MDD> 18KN/Cum pre-watering of soil , removal of top soil, excavation of soils , depositing the soils on the embankment, spreading soil, breaking clods, sectioning , grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P and seigniorage charges, complete for finished item of work as per MoRT&H specification 305 (5th Revision) (payment willo be based on level for finished item of work) (With Extra Lead 15 Km) | ||||||
| 11 | Improvements | 305.0 | 26029.19 | Cum | 554.00 | 14420172.65 |
| Construction of Earthen Shoulders with Sub grade with material obtained from Borrow Area with CBR>=12%, PI<12% & MDD> 18KN/Cum pre-watering of soil , removal of top soil, excavation of soils , depositing the soils on the embankment, spreading soil, breaking clods, sectioning , grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P and seigniorage charges, complete for finished item of work as per MoRT&H specification 305 (5th Revision) (payment willo be based on level for finished item of work) (With Extra Lead 15 Km) | ||||||
| 12 | Improvements | 401.0 | 24696.00 | Cum | 1744.00 | 43069824.00 |
| Construction of granular sub-base with crushed stone as sub base material of Grading V as per Table 400-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 of MORT&H 5th revision & as directed by Engineer-In-Charge. | ||||||
| 13 | Improvements | 406.0 | 27103.12 | Cum | 2008.00 | 54423075.00 |
| Wet Mix Macadam (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 in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.) etc complete and as per MORTH 5th Revison & as per the directions of Engineer-In-Charge. | ||||||
| 14 | Improvements | 502.0 | 106575.00 | Sqm | 37.00 | 3943275.00 |
| Providing and applying Prime Coat with bitumen emulsion (slow Setting) bulk using emulsion pressure distributor on prepared surface of Granular base including cleaning of road surface and spraying emulsion at the rate of 0.70 Kg/sqm using emulsion pressure distributor for finished item of work etc., complete for finished item of work as per MoRT&H Specification 502 (5th Revision) and as directed by the Engineer-in-charge. | ||||||
| 15 | Improvements | 505.0 | 8526.00 | Cum | 7154.00 | 60995004.00 |
| Providing and laying of Dense Graded Bituminous Macadam with with 100-120 TPH Batch Mix plant using HBG crushed aggregates of Grading-2 as per table 500-10 of MoRT&H Specification 505 (5th revision) premixed with bituminous binder of VG 30 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with Hydrosatic Sensor Paver for full width to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including cost of (excluding seigniorage) charges of all materials etc., complete and as per MoRT&H specification No. 505 (5th Revision) | ||||||
| 16 | Improvements | 503.0 | 213150.00 | Sqm | 10.00 | 2131500.00 |
| Providing and applying tack coat with bitumen emulsion RS Grade using Bitumen pressure distributor at the rate of 0.26 Kgs per sqm on the prepared bituminous/granular surface cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503 (5th revision) and as directed by the Engineer-in-Charge. | ||||||
| 17 | Improvements | 509.0 | 4263.00 | Cum | 8519.00 | 36316497.00 |
| Providing 40mm thick compacted Bituminous Concrete with 100-120 TPH Batch type hot mix plant using HBG/HBT crushed aggregates of Grading ? 2 as per table 500-18 of specification 509 of MoRT&H (5th revision), premixed with CRMB 55 Grade Bitumen@ 5.4% to 5.6% of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 509 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge (Payment will be made based on levels for finished item of work) | ||||||
| 18 | Improvements | 2507.0 | 8092.86 | Cum | 1639.00 | 13264194.50 |
| Providing and laying Pitching on slopes laid over the embankment slopes including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications followed by the directions of Engineer-In-Charge. | ||||||
| 19 | Improvements | 409.0 | 17700.00 | Cum | 388.00 | 6867600.00 |
| Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 425 mm high in M20 grade PCC on M10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per drawing & technical specifications. M20 grade concrete shall be with minimum cement content @ 260 kg/cum & maximum water-cement ratio of 0.45, M10 grade concrete shall be with minnimum cment content @ 220 kg/Cum & maximum water-cement raio of 0.60. | ||||||
| 20 | Improvements | 407.0 | 3841.12 | Cum | 275.00 | 1056309.38 |
| Construction of Median and Island with Soil good earth in median for plantation above road level with appropriate material obtaned from borrow pits with extra lead of 15km over intial leads & lifts, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | ||||||
| 21 | Improvements | 401.0 | 6002.00 | cum | 1744.00 | 10467488.00 |
| Construction of granular sub-base with crushed stone as sub base material of Grading V as per Table 400-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 of MORT&H 5th revision & as directed by Engineer-In-Charge. | ||||||
| 22 | Improvements | 601.0 | 3127.50 | cum | 3157.00 | 9873517.50 |
| Construction of dry lean cement concrete Sub-base over a prepared sub-grade/existing bituminous surface with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 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, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing etc. coplete as per specifications and as directed by Engineer-In-Charge. | ||||||
| 23 | Improvements | 602.0 | 6662.50 | cum | 6498.00 | 43292925.00 |
| Construction of un-reinforced, dowel jointed plain Cement concrete pavement of grade M40 with minimum flexural strength of 4.5 MPa at 28 days over a prepared sub base , as per approved mix design including production, transportation to site, laid with a fixe form or slip form sensor paver, 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/backup rod as per drawing, dowel bar, tie rod, micro fibers,admixtures as approved, curing compound, finishing to lines and grades etc.complete as per specification and drawings & as directed by the Engineer-In-Charge | ||||||
| 24 | Improvements | 304.0 | 3122.08 | Cum | 85.00 | 265376.63 |
| Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) a)Earthwork in All types of soil | ||||||
| 25 | Improvements | 304.0 | 585.39 | Cum | 112.00 | 65563.64 |
| Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) b)Ordinary Rock | ||||||
| 26 | Improvements | 304.0 | 195.13 | Cum | 1005.00 | 196105.52 |
| Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) c)Hard Rock | ||||||
| 27 | Improvements | 1000,1500,1700 & 2100 | 337.25 | Cum | 4412.00 | 1487959.13 |
| Providing and placing plain cement concrete in culvert with grade M15 with crushed stone aggregate of 20 mm nominal size,minimum cement content 220 kg/cum, max free water cement ratio 0.60, including production from concrete batching plant, vibrating, compacting including formwork, cost of all materials, labour, hire charges of machinery, transportation,loading &unloading, stacking charges, curing, dewatering including pumping etc. complete including all leads & lifts and as per drawings, technical specifications and the direction of Engineer-In-Charge. | ||||||
| 28 | Improvements | 1000,1500,1700 & 2100 | 524.35 | Cum | 5101.00 | 2674719.55 |
| Providing and placing Reinforced Cement Concrete of grade M 25 in Retaining Wall foundations with crushed stone aggregate of 20 mm nominal size, minimum cement content 360 kg/cum, maximum free water cement ratio 0.45, including production from concrete batching plant , vibrating, compacting & finishing, including formwork, cost of all materials, labour, hire charges of machinery, loading & unloading, stacking charges, curing etc. complete including all leads & lifts, and as per Drawings, Technical Specifications, dewatering including pumping and as per the direction of Engineer-In-Charge. | ||||||
| 29 | Improvements | 1600.0 | 135.54 | MT | 48651.00 | 6594000.86 |
| Supplying,cutting,bending ,fitting and placing un-coated, Thermo mechanically treated (TMT) HYSD bar of grade Fe-500 conforming to IS:1786 (from primary producers like TATA, SAIL, VSP, JSW & SHYAM STEEL or Equivalent) Reinforcement , including removal of rust,annealed binding wire of 16 guage etc. complete as per Drawings, Technical Specifications as per MORT&H 5th revision & as directed by Engineer-In-Charge | ||||||
| 30 | Improvements | 1000,1500,1700 & 2200 | 352.10 | Cum | 5408.00 | 1904156.80 |
| Providing and laying Reinforced Cement Concrete of grade M 25 in Retaining Wall sub-structure with crushed stone aggregate of 20 mm nominal size, minimum cement content 360 kg/cum, maximum free water cement ratio 0.45, including production from concrete batching plant , vibrating, compacting & finishing including formwork, cost of all materials, labour, hire charges of machinery, loading & unloading, stacking charges, curing etc. complete including all leads & lifts, and as per Drawings, Technical Specifications, dewatering including pumping and as per the direction of Engineer-In-Charge. | ||||||
| 31 | Improvements | 1000,1500,1700 & 2100 | 515.83 | Cum | 5106.00 | 2633827.98 |
| Providing and placing Reinforced Cement Concrete of grade M 30 in Box Culvert foundations with crushed stone aggregate of 20 mm nominal size, minimum cement content 360 kg/cum, maximum free water cement ratio 0.45, including production from concrete batching plant , vibrating, compacting & finishing, including formwork, cost of all materials, labour, hire charges of machinery, loading & unloading, stacking charges, curing etc. complete including all leads & lifts, and as per Drawings, Technical Specifications, dewatering including pumping and as per the direction of Engineer-In-Charge. | ||||||
| 32 | Improvements | 1000,1500, 1700 & 2200 | 67.71 | Cum | 5427.00 | 367486.05 |
| Providing and laying Reinforced Cement Concrete of grade M 30 in Box Culvert sub-structure with crushed stone aggregate of 20 mm nominal size, minimum cement content 360 kg/cum, maximum free water cement ratio 0.45, including production from concrete batching plant , vibrating, compacting & finishing including formwork, cost of all materials, labour, hire charges of machinery, loading & unloading, stacking charges, curing etc. complete including all leads & lifts, and as per Drawings, Technical Specifications, dewatering including pumping and as per the direction of Engineer-In-Charge. | ||||||
| 33 | Improvements | 1600.0 | 28.49 | mt | 50764.00 | 1446489.72 |
| Supplying, cutting, bending, fitting and placing un-coated, Thermo mechanically treated (TMT) HYSD bar of grade Fe-500 conforming to IS:1786 (from primary producers like TATA, SAIL, VSP, JSW & SHYAM STEEL or Equivalent) Reinforcement in Super-Structure , including removal of rust, annealed binding wire of 16 guage etc. complete as per Drawing and Technical Specifications revision & as directed by Engineer-In-Charge | ||||||
| 34 | Improvements | 1000,1500, 1700 & 2300 | 350.68 | Cum | 5937.00 | 2081987.16 |
| Providing and laying Reinforced Cement Concrete of grade M30 in super-structure with crushed stone aggregate of 20 mm nominal size, minimum cement content 360 kg/cum, maximum free water cement ratio 0.45, including production from concrete batching plant , vibrating, compacting including formwork, cost of all materials, labour, hire charges of machinery, loading & unloading, stacking charges, curing etc. complete including all leads & lifts, and as per Drawings, Technical Specifications, dewatering including pumping and as per the direction of Engineer-In-Charge. | ||||||
| 35 | Improvements | 2604.0 | 672.00 | Rmt | 295.00 | 198240.00 |
| Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications as per morth 5th revision & as directed by Engineer-In-Charge | ||||||
| 36 | Improvements | 710.1.4.of IRC:78 & 2200 | 3313.42 | Cum | 931.00 | 3084793.91 |
| Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification & as per the MORT&H 5th Revison and as per the directions of Engineer-In-Charge. | ||||||
| 37 | Improvements | 710.1.4.of IRC:78 and 2200 | 1617.43 | Cum | 1540.00 | 2490839.12 |
| Providing and laying of Filter media with stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORT&H specifications 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 complete as per drawing and technical specification. | ||||||
| 38 | Improvements | 2706 & 2200 | 2480.00 | No\s | 486.00 | 1205280.00 |
| Providing weep holes in masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing face. Complete as per drawing and Technical specifications | ||||||
| 39 | Improvements | 516 & 2702 | 48.12 | Cum | 9049.00 | 435394.44 |
| Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawings,technical specifications & as per the directions of Engineer-In-Charge. | ||||||
| 40 | Improvements | 2705.0 | 128.00 | No\s | 1388.00 | 177664.00 |
| Providing & fixing Drainage Spouts with 100 mm dia. G.I. pipe as per MORT&H standard drawing no SD/103, Technical specifications and as directed by Engineer-In-Charge. | ||||||
| 41 | Improvements | 1000,1500 & 1700 | 352.10 | Cum | 4412.00 | 1553465.20 |
| Providing and placing plain cement concrete in approach slab with grade M15 with crushed stone aggregate of 20 mm nominal size, minimum cement content 220 kg/cum, maximum free water cement ratio 0.6, including production from concrete batching plant, vibrating, compacting & finishing, including formwork, cost of all materials, labour, hire charges of machinery, transportation,loading &unloading, stacking charges, curing, dewatering including pumping etc. complete including all leads & lifts as per drawings, technical specifications and as per the direction of Engineer-In-Charge. | ||||||
| 42 | Improvements | 1000,1500 & 1700 | 705.20 | Cum | 7570.00 | 5338364.00 |
| Reinforced cement concrete approach slab including M30 Concrete & reinforcement and formwork complete as per drawing and Technical specification as per morth 5th revision & as directed by Engineer-In-Charge. | ||||||
| 43 | Improvements | 1000,1500 & 1700 | 415.90 | Cum | 4412.00 | 1834949.15 |
| Providing and placing plain cement concrete in curtain wall with grade M15 with crushed stone aggregate of 20 mm nominal size, minimum cement content 260 kg/cum, max free water cement ratio 0.45, including production from concrete batching plant, vibrating, compacting including formwork, cost of all materials, labour, hire charges of machinery, transportation, loading & unloading, stacking charges, curing, dewatering including pumping etc. complete including all leads & lifts and as per drawings, technical specifications and the direction of Engineer-In-Charge. | ||||||
| 44 | Improvements | 2507.0 | 1110.17 | Cum | 1515.00 | 1681903.00 |
| Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. | ||||||
| 45 | Improvements | 2507.0 | 318.56 | Cum | 1639.00 | 522126.40 |
| Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications | ||||||
| 46 | Improvements | 811&2703 | 305.40 | Rmt | 2816.00 | 860006.40 |
| Providing Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M40 grade concrete with minimum cement content 360 kg/cum with free water cement ratio 0.40,Thermo mechanically treated (TMT) HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified as per morth 5th revision & as directed by Engineer-In-Charge | ||||||
| 47 | Improvements | As Directed by Engineer-In-Charge | 119.09 | Cum | 1377.00 | 163981.53 |
| Providing & Filling fine aggregate in races for utilities in the footpath at Box culvert including compaction with plate compactor as per Drawings & Technical Specifications & as directed by Engineer-In-Charge | ||||||
| 48 | Improvements | 409.0 | 579.20 | Rmt | 369.00 | 213724.80 |
| Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 325 mm high in M20 grade PCC on M10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per drawing & technical specifications. M20 grade concrete shall be with minimum cement content @ 260 kg/cum & maximum water-cement ratio of 0.45, M10 grade concrete shall be with minnimum cment content @ 220 kg/Cum & maximum water-cement raio of 0.60. | ||||||
| 49 | Improvements | IS:15658, 410 | 480.19 | Sqm | 641.00 | 307803.07 |
| Providing and laying of precast concrete blocks for paving of M35 grade and thickness not less than 60 mm for footpath and Light traffic areas conforming to IS:15658 in all shapes and designs as per the manufacturer\s specification, transportation, loading & unloading, laying to desired lines and levels etc. complete as per specifications and as directed by Engineer-In-Charge.Fine aggregate bedding below the paver blocks will be measured and paid seperately. | ||||||
| 50 | Improvements | As Directed by Engineer-In-Charge | 769.60 | Rmt | 552.00 | 424819.20 |
| Supplying and fixing of HDPE Pipe OD 160 mm with and without bend for Underground Electrical lines as per the specifications and directions of Engineer-In-Charge. | ||||||
| 51 | Improvements | 0.0 | 6743.11 | 0.0 | 663.00 | 4470680.27 |
| Supplying of hot applied thermoplastic road marking compound, 2.5mm thick including reflectorising glass beads @ 250gms with Reflectorising Glass Beads on Concrete and bituminous Surface at 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass bead as per MORT&H Section 803.4 and IRC: 35, the material should satisfy the requirements as per MORTH specifications 803.4 and must comply with the following: a) White index for the product should be in the range of 60-70 when measured against standard reference. The applied panel 7/8 number must be submitted for checking up the white index in the department lab. In case the department approves the white index of any vendor, the department engineer may carryout random checking of the applied products at site against the approved panel. In case of any major deviation, beyond acceptance limit, department reserve the right to cancel or reject the total supplied consignment of the said material and will compell the vendor has to replace the full consignment by the desired material as per approved panel at his own cost and additional demurrages may be claimed due to loss of man days (as per the rules of the department). b) Luminance factor of the material should be in the range of 80-85% at 45 degree centigrade as per AASTHOM 249. c) Crack resistance: The applied panel cured for 7 days under ambient condition and then should be tested as per BS3262, Part-1, 1989 and should pass at the range of \0\ degree centigrade to \-10\ degree centigrade D) Adhesion : Strong E) Softening point: 102 degree centigrade F) Dried film finish : Smooth and uniform G) Night Vision: High as directed by the Engineer-in-Charge and confirming to IS: 164-1961 (1st revision reaffirmed in 1986) and clause conforming to IRC 35 and MORT&H Section 803.4 | ||||||
| 52 | Improvements | 804.0 | 2054.00 | NO\s | 361.00 | 741494.00 |
| Road Markers/Road Studs:Supplying & Fixing of Molded Shanks Raised Pavement Markers made of plastic body moulded from HIPS(Hi-impact Polystyrene) 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 13635 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 and width shall not exceed 20 mm and 130 mm with minimum reflective area of 13 Sqcm 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 700 Kgs. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer?s recommendation and complete as directed by the engineer. | ||||||
| 53 | Improvements | 801.3 | 52.00 | Each | 4657.00 | 242164.00 |
| Providing and fixing Mandatory / Regulatory sign boards size 600 mm equilateral Triangle made out of Type ?XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting and confirming to IRC 67 for full background of White colour and letters/logos done by screen printing in Black colour, boarders by screen printing in Red colour and fixed over 3MM Alluminium Composite Material ( ACM ) sheet having minimum 0.30 mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3mm all round and fixing with 35x35x4mm and and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground level the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed with MS base angle 35x35x4 mm in to the ground by M15 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials,equipment, machinery and labour with all leads and lift, loading changes necessary forsatisfactory completion of the work as directed by Engineer -in-Charge. | ||||||
| 54 | Improvements | 801.3 | 50.00 | Each | 6040.00 | 302000.00 |
| Providing and fixing Mandatory / Regulatory sign boards size 600 mm circle made out of Type ? XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting and confirming to IRC 67 for full background of White colour and letters/logos done by screen printing in Black colour, boarders by screen printing in Red colour and fixed over 3MM Alluminium Composite Material sheet having minimum 0.30mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3mm all round and fixing with 35x35x4mm and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground level to the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed with MS base angle 35x35x4 mm in to the ground by M-15 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials ,equipment, machinery and labour with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by Engineer -in-Charge. | ||||||
| 55 | Improvements | 801.3 | 45.00 | Each | 8460.00 | 380700.00 |
| Providing and fixing Mandatory/Informatory board size 600x800 mm made out of Type ? XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting and confirming to IRC 67 for full background of Green Colour & White Letters and fixed over 3MM Alluminium Composite Material sheet having minimum 0.30mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3mm all round and fixing with 35x35x4mm and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground level to the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed with MS base angle 35x35x4 mm in to the ground by M-15 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials ,equipment, machinery and labour with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by Engineer ?in-Charge. | ||||||
| 56 | Improvements | 801.3 | 39.00 | Each | 10458.00 | 407862.00 |
| Providing and fixing Mandatory / Regulatory sign boards size 900 mm circle made out of Type ?XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting and confirming to IRC 67 for full background of White colour and letters/logos done by screen printing in Black colour, boarders by screen printing in Red colour and fixed over 4MM Aluminium Composite Material sheet having minimum 0.5 mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3mm all roundand fixing with 35x35x4mm and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground levelto the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed with MS base angle 35x35x4 mm in to the ground by M-15 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials ,equipment, machinery and labour with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by Engineer -in-Charge. | ||||||
| 57 | Improvements | 801.3 | 21.00 | No\s | 4550.00 | 95550.00 |
| Providing,Supplying and installation of Hazard Marker using M.S. angle of size 55x55x6mm and 120cmhigh above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand,colour,with 30cm x 90cm Type ? XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting of Yellow colour and confirming to IRC 67:2012 fixed over 3MM Alluminium Composite Material having minimum 0.30 mm thick Aluminium skin on both sideswith standard supports consisting of alternately black and Yellow with black stripes in screen printing sloping downward at an angle of 45 degrees towards the side of the obstruction onwhich the traffic is to pass and buried into the ground in a trench of size 30cm x 30cm and 50cm depth filled with CC M-20 including cost and conveyance of all materials, equipment, machinery and labour with all leads and lifts, loading and un-loading charges necessary for successfull completion of the work on any road in division as directed by Engineer-in-Charge and conforming to IRC 67-2012 &MORT&H specification No.805 and approved drawings etc., complete for finished item of work. | ||||||
| 58 | Improvements | 801.0 | 1968.00 | Each | 562.00 | 1106016.00 |
| Providing fixing of Median Marker made of polycarbonate/ABS for impact resistance and good weatherability. Polycarbonate/ABS used for molding the Median Marker shall have a minimum Izod impact strength value of 600 J/m at room temperature. The impact strength of the polycarbonate/ABS should not decrease to less than 70 % of its initial value on being subjected to UV weathering as per ASTM G 155 for 1000 hours or exposure to 2 years of natural weathering. The body of the median marker shall be in the form of an isosceles trapezoidal / Circular structure of length 15 cm, height and width of 10x10 cm. The Median Marker shall have fluorescent yellow retro-reflective sheeting conforming to type XI specifications as per ASTM D4956 & IRC 67-2012. Area of reflective sheeting should not be less than 70 cm2. Edge of retro-reflective sheeting shall be concealed using a grill/ mesh/ similar mechanism to prevent vandalism and sheeting pilferage. The logo of the manufacturer shall be embossed and printed in contrasting color on both sides of median marker for distinct identification (even from moving vehicles). | ||||||
| 59 | Improvements | 801.3 | 23.00 | Each | 26757.00 | 615411.00 |
| Providing & fixing junction boards of size 1500 x 1050 mm made out of Type ? XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro Retro reflective sheeting Prismatic Retro reflective sheeting and confirming to IRC 67 for full background of Green Colour & White Letters and fixed over 4MM Alluminium Composite Material sheet having minimum 0.5 mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3mm all round and fixing with 35x35x4mm and mounted ona MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground level to the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed with MS base angle 35x35x4 mm in to the ground by M-15 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials ,equipment, machinery and labour with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by Engineer -in-Charge. | ||||||
| 60 | Improvements | IS 4111 | 67.00 | Each | 8356.00 | 559852.00 |
| Constructing 904.0 mm (3?0?) dia solid block masonry inspection chamber as per IS - 4111: Part-1:1986 with cement mortar (1:6) prop using fly-ash blocks of 225 mm thick from approved source having a minimum crushing strength of 10 N/sq.mm including plastering with cement mortar 1:3 prop; ½? thick both inside and outside fitted with 20? dia RCC manhole covers and frames including excavating pits up to a depth of 904 mm (3\-0") in all sorts of soils (excluding rock) and laying cement concrete (1:4:8) 150 mm thick using 40 mm HBG Metal and P.C.C. 1:2:4 benching and channel100 mm thick as per Standard specification andincluding cost and conveyance of all materials like cement, sand, bricks, water etc., to site, cost of seigniorage charges on all materials and all incidental and operational, labour charges like mixing cement mortar, constructing masonry, lift charges, curing etc.,complete for finished item of work as per Standardspecification. |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
