Tender For Package 99/Eg Consists 1 Road Work I.E. Road No.1 - Road From Vk Rayapuram To Domadapakalu & Cd Works Of Peddapuram Mandal
Tender Value
5.72 Crore
Estimated cost
Bid Submission
28 Oct 2019
0 days left
EMD
5.80 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Peddapuram → Andhra Pradesh
EMD Exemption
Not Available
Quantity
Not Available
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Address
Project Description
Tender For Package 99 / Eg Consists 1 Road Work I.E. Road No.1 - Road From Vk Rayapuram To Domadapakalu & Cd Works Of Peddapuram Mandal
BOQ
| Name of Work:Package 99/EG consists 1 Road Work i.e. Road No.1 - Road from VK Rayapuram to Domadapakalu & CD works of Peddapuram Mandal, Estt.Cost:Rs.600.00 Lakhs | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | ROAD PORTION | item1 | ||
| 2 | 1.01 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORDincluding cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge | item2 | ||
| 3 | 1.02 | Road No.1 | item3 | 16200 | Sqm |
| 4 | 1.03 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with all lifts and lead upto 1000 m as per Technical Specification 501.2.2 of MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge | item4 | ||
| 5 | 1.04 | Road No.1 | item5 | 8250 | Sqm |
| 6 | 1.05 | Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge | item6 | ||
| 7 | 1.06 | Road No.1 | item7 | 18800 | Cum |
| 8 | 1.07 | Construction of granular sub-base by providing well graded material(Table 400.1-A) with Grading III Material(HBG M/C +Stone dust) CBR Value not less than 20 and PI Value less than 6 spreading in uniform layers with Tractor grader on prepared surface, mixing by mix in place method with rotaGSTor at OMC, and compacting with Vibratory Roller to achieve the desired density, complete as per Technical Specification Clause 401 MORDincluding cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge | item10 | ||
| 9 | 1.08 | Road No.1 | item11 | 2160 | Cum |
| 10 | 1.09 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Technical Specification Clause 406 MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge | item12 | ||
| 11 | 1.1 | Road No.1 | item13 | 3262.5 | Cum |
| 12 | 1.11 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM)including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge for Prime Coat | item14 | ||
| 13 | 1.12 | Road No.1 | item15 | 21750 | Sqm |
| 14 | 1.13 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORDincluding cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge for Tack Coat | item16 | ||
| 15 | 1.14 | Road No.1 | item17 | 21750 | Sqm |
| 16 | 1.15 | Providing and laying semi dense bituminous concrete with 40-60 TPH batch type HMP producing an average output of 37.5 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORD specification clause No. 509 complete in all respects including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge | item18 | ||
| 17 | 1.16 | Road No.1 | item19 | 543.75 | Cum |
| 18 | 1.17 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303 MORD / 305 MORTH, by using machineryincluding cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge | item20 | ||
| 19 | 1.18 | Road No.1 | item21 | 1160 | Cum |
| 20 | 1.19 | Constuction of Bridge Across Major Irrigation channel at KM 0/0 | item22 | ||
| 21 | 1.2 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excaGSTed suitable material as per Technical Specification 305,1101.4 of MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge | item23 | ||
| 22 | 1.21 | Road No.1 | item24 | 1436.5 | Cum |
| 23 | 1.22 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excaGSTed suitable material as per Technical Specification 305,1101.4 of MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge | item25 | ||
| 24 | 1.23 | Road No.1 | item26 | 1700.96 | Cum |
| 25 | 1.24 | Filling in foundation trenches / Pipe bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge | item27 | ||
| 26 | 1.25 | Road No.1 | item28 | 193.81 | Cum |
| 27 | 1.26 | Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size Graded hard stone aggregate (HBG), mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, and 803 MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge For levelling course | item29 | ||
| 28 | 1.27 | Road No.1 | item30 | 193.81 | Cum |
| 29 | 1.28 | Reinforced cement concrete M20 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806,807 and 900 MORD ,including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge | item31 | ||
| 30 | 1.29 | Road No.1 | item32 | 646.02 | Cum |
| 31 | 1.3 | Reinforced cement concrete M20 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806,807 and 900 MORD ,including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge | item33 | ||
| 32 | 1.31 | Road No.1 | item34 | 1040.03 | Cum |
| 33 | 1.32 | Reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806,807 and 900 MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge | item35 | ||
| 34 | 1.33 | Road No.1 | item36 | 30.84 | Cum |
| 35 | 1.34 | Providing and laying reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in superstructure as per drawing and technical specifications Clauses 800,900 and 1401 MORD ,including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge. - For Super Structure (Deck slab) | item37 | ||
| 36 | 1.35 | Road No.1 | item38 | 484.64 | Cum |
| 37 | 1.36 | Providing and laying cement concrete wearing course M 30 (Design Mix) grade using 20 & 10mm metal (HBG) mechanically mixed excluding reinforcement complete as per drawing and technical specifications Clauses 800,900 and 1404.2.2 MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge | item39 | ||
| 38 | 1.37 | Road No.1 | item40 | 48.71 | Cum |
| 39 | 1.38 | Construction of R.C.C. railing of M 25 grade (including cost of reinforcement) in cast-in-situ with 20 & 10 mm nominal size aggregate (HBG), true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1404.3.3 of MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge | item41 | ||
| 40 | 1.39 | Road No.1 | item42 | 147.2 | Rmt |
| 41 | 1.4 | Reinforced Cement Concrete M 25 grade approach slab using 20 & 10mm metal (HBG) mechanically mixed excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1404.4 MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge | item43 | ||
| 42 | 1.41 | Road No.1 | item44 | 45 | Cum |
| 43 | 1.42 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge | item45 | ||
| 44 | 1.43 | Road No.1 | item46 | 92.96 | Cum |
| 45 | 1.44 | Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1206.6 MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge | item47 | ||
| 46 | 1.45 | Road No.1 | item48 | 88 | Nos. |
| 47 | 1.46 | Drainage spouts complete as per drawing and technical specifications Clause 1209 MORD & 2705 MORTH, including overhead charges & Contractors profit and GST.including contractors profit & Over head charges but excluding GST and Seignorage charges | item49 | ||
| 48 | 1.47 | Road No.1 | item50 | 26.25 | Rmt |
| 49 | 1.48 | Cost, supply and fixing of Bituminous Mastic pad 25.4 mm including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge | item51 | ||
| 50 | 1.49 | Road No.1 | item52 | 44.66 | Sqm |
| 51 | 1.5 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 / 40 kg laid dry complete as per drawing and technical specifications Clause 1301 MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge - For Protection Work | item53 | ||
| 52 | 1.51 | Road No.1 | item54 | 699.3 | Cum |
| 53 | 1.52 | Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge | item55 | ||
| 54 | 1.53 | Road No.1 | item56 | 1050 | Cum |
| 55 | 1.54 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1001,1002,1003,1004 MORD for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge - For Foundation | item57 | ||
| 56 | 1.55 | Road No.1 | item58 | 60 | MT |
| 57 | 1.56 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1001,1002,1003,1004 MORD for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge - For Sub Structures | item59 | ||
| 58 | 1.57 | Road No.1 | item60 | 20 | MT |
| 59 | 1.58 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1001,1002,1003,1004 MORD for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge - For Super Structures | item61 | ||
| 60 | 1.59 | Road No.1 | item62 | 55 | MT |
| 61 | 1.6 | Construction of 6M span 2 vents High level bridge at KM 5/7 | item63 | ||
| 62 | 1.61 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excaGSTed suitable material as per Technical Specification 305,1101.4 of MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge | item64 | ||
| 63 | 1.62 | Road No.1 | item65 | 744.33 | Cum |
| 64 | 1.63 | Filling in foundation trenches / Pipe bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge | item66 | ||
| 65 | 1.64 | Road No.1 | item67 | 62.56 | Cum |
| 66 | 1.65 | Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size Graded hard stone aggregate (HBG), mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, and 803 MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge For levelling course | item68 | ||
| 67 | 1.66 | Road No.1 | item69 | 62.56 | Cum |
| 68 | 1.67 | Providing concrete for plain concrete M15 ( Design mix) in sub structure using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge for body walls | item70 | ||
| 69 | 1.68 | Road No.1 | item71 | 530.39 | Cum |
| 70 | 1.69 | Reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806,807 and 900 MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge | item72 | ||
| 71 | 1.7 | Road No.1 | item73 | 5.4 | Cum |
| 72 | 1.71 | Providing and laying reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in superstructure as per drawing and technical specifications Clauses 800,900 and 1401 MORD ,including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge. - For Super Structure (Deck slab) | item74 | ||
| 73 | 1.72 | Road No.1 | item75 | 54.6 | Cum |
| 74 | 1.73 | Providing and laying cement concrete wearing course M 30 (Design Mix) grade using 20 & 10mm metal (HBG) mechanically mixed excluding reinforcement complete as per drawing and technical specifications Clauses 800,900 and 1404.2.2 MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge | item76 | ||
| 75 | 1.74 | Road No.1 | item77 | 7.65 | Cum |
| 76 | 1.75 | Construction of R.C.C. railing of M 25 grade (including cost of reinforcement) in cast-in-situ with 20 & 10 mm nominal size aggregate (HBG), true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1404.3.3 of MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge | item78 | ||
| 77 | 1.76 | Road No.1 | item79 | 27.2 | Rmt |
| 78 | 1.77 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge | item80 | ||
| 79 | 1.78 | Road No.1 | item81 | 81 | Cum |
| 80 | 1.79 | Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1206.6 MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge | item82 | ||
| 81 | 1.8 | Road No.1 | item83 | 72 | Nos. |
| 82 | 1.81 | Drainage spouts complete as per drawing and technical specifications Clause 1209 MORD & 2705 MORTH, including overhead charges & Contractors profit and GST.including contractors profit & Over head charges but excluding GST and Seignorage charges | item84 | ||
| 83 | 1.82 | Road No.1 | item85 | 10.5 | Rmt |
| 84 | 1.83 | Cost, supply and fixing of Bituminous Mastic pad 25.4 mm including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge | item86 | ||
| 85 | 1.84 | Road No.1 | item87 | 11.25 | Sqm |
| 86 | 1.85 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 / 40 kg laid dry complete as per drawing and technical specifications Clause 1301 MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge - For Protection Work | item88 | ||
| 87 | 1.86 | Road No.1 | item89 | 31.5 | Cum |
| 88 | 1.87 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1001,1002,1003,1004 MORD for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge - For Super Structures | item90 | ||
| 89 | 1.88 | Road No.1 | item91 | 11 | MT |
| 90 | 1.89 | Construction of 2M span single vent RCC slab culvert at KM 0/100, 3/500 | item92 | ||
| 91 | 1.9 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excaGSTed suitable material as per Technical Specification 305,1101.4 of MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge | item93 | ||
| 92 | 1.91 | Road No.1 | item94 | 362.34 | Cum |
| 93 | 1.92 | Filling in foundation trenches / Pipe bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge | item95 | ||
| 94 | 1.93 | Road No.1 | item96 | 17.12 | Cum |
| 95 | 1.94 | Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size Graded hard stone aggregate (HBG), mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, and 803 MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge For levelling course | item97 | ||
| 96 | 1.95 | Road No.1 | item98 | 22.82 | Cum |
| 97 | 1.96 | Reinforced cement concrete M20 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806,807 and 900 MORD ,including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge | item99 | ||
| 98 | 1.97 | Road No.1 | item100 | 15 | Cum |
| 99 | 1.98 | Providing concrete for plain concrete M15 ( Design mix) in sub structure using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge for body walls | item101 | ||
| 100 | 1.99 | Road No.1 | item102 | 253.42 | Cum |
| 101 | 2 | Reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806,807 and 900 MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge | item103 | ||
| 102 | 2.01 | Road No.1 | item104 | 7.8 | Cum |
| 103 | 2.02 | Providing and laying reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in superstructure as per drawing and technical specifications Clauses 800,900 and 1401 MORD ,including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge. - For Super Structure (Deck slab) | item105 | ||
| 104 | 2.03 | Road No.1 | item106 | 10.04 | Cum |
| 105 | 2.04 | Providing and laying cement concrete wearing course M 30 (Design Mix) grade using 20 & 10mm metal (HBG) mechanically mixed excluding reinforcement complete as per drawing and technical specifications Clauses 800,900 and 1404.2.2 MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge | item107 | ||
| 106 | 2.05 | Road No.1 | item108 | 4.01 | Cum |
| 107 | 2.06 | Construction of R.C.C. railing of M 25 grade (including cost of reinforcement) in cast-in-situ with 20 & 10 mm nominal size aggregate (HBG), true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1404.3.3 of MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge | item109 | ||
| 108 | 2.07 | Road No.1 | item110 | 10.4 | Rmt |
| 109 | 2.08 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge | item111 | ||
| 110 | 2.09 | Road No.1 | item112 | 41.4 | Cum |
| 111 | 2.1 | Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1206.6 MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge | item113 | ||
| 112 | 2.11 | Road No.1 | item114 | 48 | Nos. |
| 113 | 2.12 | Drainage spouts complete as per drawing and technical specifications Clause 1209 MORD & 2705 MORTH, including overhead charges & Contractors profit and GST.including contractors profit & Over head charges but excluding GST and Seignorage charges | item115 | ||
| 114 | 2.13 | Road No.1 | item116 | 8 | Rmt |
| 115 | 2.14 | Cost, supply and fixing of Bituminous Mastic pad 25.4 mm including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge | item117 | ||
| 116 | 2.15 | Road No.1 | item118 | 7.2 | Sqm |
| 117 | 2.16 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 / 40 kg laid dry complete as per drawing and technical specifications Clause 1301 MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge - For Protection Work | item119 | ||
| 118 | 2.17 | Road No.1 | item120 | 9 | Cum |
| 119 | 2.18 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1001,1002,1003,1004 MORD for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge - For Super Structures | item121 | ||
| 120 | 2.19 | Road No.1 | item122 | 4 | MT |
| 121 | 2.2 | ROAD SAFETY INTERVENTIONS | item123 | ||
| 122 | 2.21 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge (RBR-TSRA-13). | item124 | ||
| 123 | 2.22 | Road No.1 | item125 | 1 | Nos. |
| 124 | 2.23 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge (RBR-TSRA-13). | item126 | ||
| 125 | 2.24 | Road No.1 | item127 | 7 | Nos. |
| 126 | 2.25 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge (RBR-TSRA-13). | item128 | ||
| 127 | 2.26 | Road No.1 | item129 | 28 | Nos. |
| 128 | 2.27 | Providing & fixingng of retro-reflectorised cautionary mandatory & informatory sign boards as per IRC 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting 1.50 mm thick with reflective border of 65mm width & required letters & figures with retro reflective sheeting as per clause 1701.3.8 and 1701.3.9 of MoRD of required shade & colour supported on 2 inch Dia. GI Pipe firmly fixed to the ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing at required points i.e. village, turning, school etc.including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge | item130 | ||
| 129 | 2.28 | Road No.1 | item131 | 4 | Nos. |
| 130 | 2.29 | Providing & fixingng of retro-reflectorised cautionary mandatory & informatory sign boards as per IRC 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting 1.50 mm thick with reflective border of 65mm width & required letters & figures with retro reflective sheeting as per clause 1701.3.8 and 1701.3.9 of MoRD of required shade & colour supported on 2 inch Dia. GI Pipe firmly fixed to the ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing at required points i.e. village, turning, school etc.including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge | item132 | ||
| 131 | 2.3 | Road No.1 | item133 | 3 | Nos. |
| 132 | 2.31 | Providing and erecting direction and place identification of retro-reflectorised sign boards as per as per IRC 67 made of made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting 2.0 mm thick with reflective border of 70 mm width & required letters & required message letters & figures with retro reflective sheeting as per clause 1701.3.8 and 1701.3.9 of as per MoRD specifications of required shade & colour supported on 2 inch Dia. GI Pipe of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineering in charge for APDRP Information board of size 1500mm x 900mm including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge | item134 | ||
| 133 | 2.32 | Road No.1 | item135 | 1 | Nos. |
| 134 | 2.33 | Providing and erecting direction and place identification of retro-reflectorised sign boards as per as per IRC 67 made of made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting 1.5 mm thick with reflective border of 70 mm width & required letters & required message letters & figures with retro reflective sheeting as per clause 1701.3.8 and 1701.3.9 of as per MoRD specifications of required shade & colour supported on 2 inch Dia. GI Pipe of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineering in charge for Village board of size 600mm x 600mm including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge | item136 | ||
| 135 | 2.34 | Road No.1 | item137 | 2 | Nos. |
| 136 | 2.35 | Providing & Laying of Hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads on bituminous surface at 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass bead as per IRC:35 the finished surface to be level, uniform and free from streaks and holes etc. complete for finished item of work. ( with all lift & lead ) including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge | item138 | ||
| 137 | 2.36 | Road No.1 | item139 | 1160 | Sqm |
AI Tender Summary
Tender Timeline
Sep 28, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedOct 28, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 28, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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