Public Works Department-PWD has published Tender For Road Renewal And Special Repair Work New Road / Building / Bridge / Cd Work Widening, Road Widening, Reinforcement And Upgrade Work Package No Rj-04-Dmft/2021-22/12 (Remaining Work). Submission Date for this Tender is 20-09-2023. Road Work Tenders in baran Rajasthan. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 19-Sep-2023 | COMPONENT | Technical Bid | 20-09-2023 |
| 2 | 19-Sep-2023 | RATE ANALYSIS | Technical Bid | 20-09-2023 |
| Sl. No. | Item Description |
| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, brush, shrubs, saplings and trees of girth upto 300mm, removal of stumps, disposal of unserviceable Material and stacking of serviceable Material upto 1000m from road boundary. (MoRTH Specification : Clause 201). BY MECHANICAL MEANS In area of Thorney Jungle |
| 2 | xzke fd"kuiqjk ls bUnzkgsMh |
| 3 | iqjkuk ewf.M;k ls tMkofn;k ok;k u;k ewf.M;k |
| 4 | Total |
| 5 | Earthwork in excavation for roadway in soil,including stacking / disposal of surplus Material exclusive of compensation of earth(MoRTH specification : clause 301 to 305). By Hydraulic Excavator CK-90 of 0.9 cum bucket capacity and tipper with disposal upto 1000 mtrs. |
| 6 | iqjkuk ewf.M;k ls tMkofn;k ok;k u;k ewf.M;k |
| 7 | Total |
| 8 | Construction of embankment with approved Materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted by vibratory roller 8-10 tonne to meet requirement of Tale 300-2 as per MoRTH specification : Clause No. 305 |
| 9 | iqjkuk ewf.M;k ls tMkofn;k ok;k u;k ewf.M;k |
| 10 | Total |
| 11 | 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 by vibratory roller 8-10 tonne to meet requirement of Table 300-2 including cost of compensation for earth taken from private land with lead upto 1 km as per MoRTH Specification : Clause No. 305. |
| 12 | xzke fd"kuiqjk ls bUnzkgsMh |
| 13 | iqjkuk ewf.M;k ls tMkofn;k ok;k u;k ewf.M;k |
| 14 | Total |
| 15 | Providing, laying and spreading and compacting specified graded crushed stone in sub-base course including premixing the Material at OMC in mechanical mixer (Pug mill), carriage of mixed Material, laying in uniform layers with Motor Grader, F.E. Loader, on a prepared surface and compacting with Vibratory Compactor to achieve the desired density including all Material, labour, machinery, lighting barricading and maintenance of Driversion complete. (MoRTH specification clause 401). with all lead & lift |
| 16 | xzke fd"kuiqjk ls bUnzkgsMh |
| 17 | iqjkuk ewf.M;k ls tMkofn;k ok;k u;k ewf.M;k |
| 18 | Total |
| 19 | Providing, laying, spreading and compacting crushed graded stone aggregate as per Table 400-10 & 400.11 to Wet Mix Macadam specifications including premixing the Material with water to OMC in mechanical mixer (Pug mill) as per design mix, carriage of mixed Material by tipper to site laying in uniform layers, with motor grader/F.E. loader/Paver Finisher, in sub-base/base course on a well prepared under-base and compacting with Vibratory Roller to achieve the desired density including lighting, guarding, barricading and maintenance of Driversion etc. (MoRTH specification : Clause 406). with all lead & lift |
| 20 | iqjkuk ewf.M;k ls tMkofn;k ok;k u;k ewf.M;k |
| 21 | Total |
| 22 | Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS:8887 & manufacturer’s specifications @ 8.75 kg/10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specifiedrates and temperatures (including cleaning of road surface) as per MoRTH specification : Cl. 502, 112 |
| 23 | iqjkuk ewf.M;k ls tMkofn;k ok;k u;k ewf.M;k |
| 24 | Total |
| 25 | Providing and applying tack coat on the prepared surface, with bitumen emulsion as per IS:8887 & manufacturer’s specifications @0.275 kg/sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification Cl. 502, 112. |
| 26 | iqjkuk ewf.M;k ls tMkofn;k ok;k u;k ewf.M;k |
| 27 | Total |
| 28 | Providing and laying Bituminous Macadam on prepared surface with specified graded crushed aggregates as per Table 500-7, Grading-2, for base/binding course including loading of aggregates with F.E. loader and heating & mixing of stone aggregate and bitumen (including cost of anti-stripping compound, wherever required) in hot mix plant (40-60 TPH), transporting the mixed Material in tipper to paver (sensor as per clause 504.3.5), and laying mixed Material with paver finisher to the required level and grade, rolling by power roller and vibratory compactor as per Cl. 501.6 & 501.7 to achieve the desired density (approved by the department) excluding cost of primer/tack coat. [MoRTH Specification : Clause 504, 112]. with all lead & lift. 50/75mm compacted thickness with 3.3% bitumen VG30 grade |
| 29 | iqjkuk ewf.M;k ls tMkofn;k ok;k u;k ewf.M;k |
| 30 | Total |
| 31 | Providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed aggregates as per Table 500-23, heating bituminous binder @ 14.6 kg/10 sqm and aggregates in Hot Mix Plant (including cost of anti-stripping compound, wherever required), transporting the mixed Material with tipper and laying with paver finisher to the required level and grade, rolling with power roller, 8-10 tonne, but excluding cost of tack coat and seal coat with all lead & lift (MoRTH specification : clause 510, 112)In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E. loader bitumen VG30 grade |
| 32 | iqjkuk ewf.M;k ls tMkofn;k ok;k u;k ewf.M;k |
| 33 | Total |
| 34 | Providing and applying Premixed Seal Coat type “B” comprising of thin application of fine aggregate (0.06 cum per 10 sqm) premix with (6.8 kg per 10 sqm) bitumen binder (including cost of anti-stripping compound, wherever required) in mini hot mix plant 6-10 TPH, and laying with paver finisher and rolling with power roller 8-10 tonne, including all lead of mix Material (MoRTHspecification : clause 511). |
| 35 | iqjkuk ewf.M;k ls tMkofn;k ok;k u;k ewf.M;k |
| 36 | Total |
| 37 | Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast) |
| 38 | iqjkuk ewf.M;k ls tMkofn;k ok;k u;k ewf.M;k |
| 39 | Total |
| 40 | Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Hectometer stone (precast) |
| 41 | iqjkuk ewf.M;k ls tMkofn;k ok;k u;k ewf.M;k |
| 42 | Total |
| 43 | Providing and Erecting typical Citizens Information Board as per approved drawing & specification of MoRD, made of two MS Sheet of 1.6 mm thick each of size 900 mm × 750 mm stiffened by angle iron 25 mm ×25 mm × 3 mm all around the plate and plates fixed on frame of 75 mm dia pipe of 12 SWG sheet (vertical post 3050 m with angle holdfasts and horizontal member 900 mm) to be joined by 5 mm thick MS plate at 12 places (65 × 50 mm) duly embedded in cement concrete M-15 grade of block of 600 mm × 600 mm × 750 mm size below ground level as per enclosed drawings & as directed by Engineering - In-Charge. All MS will be stove enameled on both side, Lettering, figuring and border will be with ready mixed synthetic enamel paint of superior quality in required shade and colour etc. complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per MoRD specification. |
| 44 | iqjkuk ewf.M;k ls tMkofn;k ok;k u;k ewf.M;k |
| 45 | Total |
| 46 | Supply of villege Name Board size 600x900 mm made out of 1.25 mm thick M.S. Sheet duly framed with 30mm Outer Dia Mild Steel tube tightened with M.S. flat 12x3 mm fixed on two posts of size 40 mm ODMS tube 3M long whole board is processed in blue/white stoving enamel paint and white/red machine cut reflective sheet complete in all respect posts duly painted with black/white synthetic enamel. |
| 47 | iqjkuk ewf.M;k ls tMkofn;k ok;k u;k ewf.M;k |
| 48 | Total |
| 49 | Supply of retro-reflective name board size 600×900mm made out of 2mm thick aluminium sheet fixed on post and frame made out or angle iron 50×50×6mm 3m long using stainless steel nut bolts of 8mm dia aluminium sheet is covered with high intensity grade Retro-reflective letters in black post duly painted in black and white synthetic enamel, complete in all respect confirming to MoRTH specifications (2001) cl. 801. |
| 50 | iqjkuk ewf.M;k ls tMkofn;k ok;k u;k ewf.M;k |
| 51 | Total |
| 52 | 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 beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. |
| 53 | iqjkuk ewf.M;k ls tMkofn;k ok;k u;k ewf.M;k |
| 54 | Total |
| 55 | Raised Pavment Marker ( Cats Eyes): Supplyingand Fixing of Molded Shank Raised Pavement Markers 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 100 mm and 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 Kgf. 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 2 years pre qualified warranty certificate from the manufacturer for satisfactory field performance during the time of bid submission |
| 56 | iqjkuk ewf.M;k ls tMkofn;k ok;k u;k ewf.M;k |
| 57 | Total |
| 58 | Supply & Fixing ofSpreed Breaker lane divider plate is designed to use as speed breaker/ zebra to separate the lanes roundabouts, brides etc. lane divider base plates are highly elecments with fixing epoxy fastener complete Specification:-Size 350 x 250 x 50mm. colours Yello/Black compressiv Strenght : 14 Tons |
| 59 | iqjkuk ewf.M;k ls tMkofn;k ok;k u;k ewf.M;k |
| 60 | Total |
| 61 | Dry lean cement concrete sub - base.Construction of dry lean cement concrete 1:3:6 sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size ofcoarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blening to be as per Table 600-1, cement content not to be less than 200 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 tonne vibratory roller, finishing and curing. |
| 62 | xzke fd"kuiqjk ls bUnzkgsMh |
| 63 | iqjkuk ewf.M;k ls tMkofn;k ok;k u;k ewf.M;k |
| 64 | Total |
| 65 | Providing and Laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form 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, dowel bar, tie rod, admixtures and vacuum processing pump as approved, curing compound, finishing to lines and grades as per drawing as per MoRTH Specification : Clause No. 602, 112.Using Cement concrete M-30 pavement Grade |
| 66 | xzke fd"kuiqjk ls bUnzkgsMh |
| 67 | iqjkuk ewf.M;k ls tMkofn;k ok;k u;k ewf.M;k |
| 68 | Total |
| 69 | Earthwork in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layer, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical Earth in excavation for foundation of specification. [MoRTH Specification : Clause 304]. In ordinary soil [MoRTH Specification : clause 301] BY MECHANICAL MEANS Depth upto 3m |
| 70 | ekaxjksy bVkok lM+d ls HkksT;kgsMh xkao ds ikl dh iqfy;k |
| 71 | xzke fd"kuiqjk ls bUnzkgsMh |
| 72 | iqjkuk ewf.M;k ls tMkofn;k ok;k u;k ewf.M;k |
| 73 | Total |
| 74 | Providing & laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5mtr, below ground level and 1.5mtr. above ground/bed level. [MoRTH Specification : Clause 1000/1700]. (a) Cement concrete 1:3:6 mix with crushed stone aggregate 20 mm nominal size. |
| 75 | ekaxjksy bVkok lM+d ls HkksT;kgsMh xkao ds ikl dh iqfy;k |
| 76 | xzke fd"kuiqjk ls bUnzkgsMh |
| 77 | iqjkuk ewf.M;k ls tMkofn;k ok;k u;k ewf.M;k |
| 78 | Total |
| 79 | Plain Cement Concrete 1:3:6 with 40mm nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibrator including curing for 14 days. (MoRTH specification clause : 2100) |
| 80 | ekaxjksy bVkok lM+d ls HkksT;kgsMh xkao ds ikl dh iqfy;k |
| 81 | iqjkuk ewf.M;k ls tMkofn;k ok;k u;k ewf.M;k |
| 82 | Total |
| 83 | Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500]. With 20mm nominal size aggregate R.C.C.M-20 grade By using Batching Plant |
| 84 | ekaxjksy bVkok lM+d ls HkksT;kgsMh xkao ds ikl dh iqfy;k |
| 85 | iqjkuk ewf.M;k ls tMkofn;k ok;k u;k ewf.M;k |
| 86 | Total |
| 87 | Providing and fabricating Steel reinforcement for RCC works including cutting, bending, placing in position and binding complete including cost of binding wire. (MoRTH specification : Clause 1000/1600).HYSD bars |
| 88 | xzke fd"kuiqjk ls bUnzkgsMh |
| 89 | iqjkuk ewf.M;k ls tMkofn;k ok;k u;k ewf.M;k |
| 90 | Total |
| 91 | Providing and laying Reinforced cement concrete pipes NP-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900). 1000 mm dia |
| 92 | iqjkuk ewf.M;k ls tMkofn;k ok;k u;k ewf.M;k |
| 93 | Total |
| 94 | Providing and laying Reinforced cement concrete pipes NP-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900). 300 mm dia |
| 95 | iqjkuk ewf.M;k ls tMkofn;k ok;k u;k ewf.M;k |
| 96 | Total |
| 97 | Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500]. R.C.C.M-20 grade By using concrete Mixer |
| 98 | ekaxjksy bVkok lM+d ls HkksT;kgsMh xkao ds ikl dh iqfy;k |
| 99 | xzke fd"kuiqjk ls bUnzkgsMh |
| 100 | iqjkuk ewf.M;k ls tMkofn;k ok;k u;k ewf.M;k |
| 101 | Total |
| 102 | Providing and laying steel reinforcement at any level in foundation complete as per drawing and technical specification. [MoRTH Specification : Section 1600]. HYSD bar reinforcement |
| 103 | ekaxjksy bVkok lM+d ls HkksT;kgsMh xkao ds ikl dh iqfy;k |
| 104 | xzke fd"kuiqjk ls bUnzkgsMh |
| 105 | iqjkuk ewf.M;k ls tMkofn;k ok;k u;k ewf.M;k |
| 106 | Total |
| 107 | Structural cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. Design mix concrete – [MoRTH Specification : Section 1500 & 1700]. RCC M-20 grade, including form work Upto 5 mtr. height |
| 108 | ekaxjksy bVkok lM+d ls HkksT;kgsMh xkao ds ikl dh iqfy;k |
| 109 | iqjkuk ewf.M;k ls tMkofn;k ok;k u;k ewf.M;k |
| 110 | Total |
| 111 | Structural cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. Design mix concrete – [MoRTH Specification : Section 1500 & 1700]. RCC M-25 grade, including form work Upto 5 mtr. height |
| 112 | ekaxjksy bVkok lM+d ls HkksT;kgsMh xkao ds ikl dh iqfy;k |
| 113 | iqjkuk ewf.M;k ls tMkofn;k ok;k u;k ewf.M;k |
| 114 | Total |
| 115 | Steel reinforcement in substructure complete. [MoRTH Specification : Section 1600] HYSD reinforcement |
| 116 | ekaxjksy bVkok lM+d ls HkksT;kgsMh xkao ds ikl dh iqfy;k |
| 117 | iqjkuk ewf.M;k ls tMkofn;k ok;k u;k ewf.M;k |
| 118 | Total |
| 119 | Providing A.C. pipe Weep holes 150mm dia in Masonry/plain Concrete/Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specification. [MoRTH Specification : Clause 2205]. |
| 120 | ekaxjksy bVkok lM+d ls HkksT;kgsMh xkao ds ikl dh iqfy;k |
| 121 | iqjkuk ewf.M;k ls tMkofn;k ok;k u;k ewf.M;k |
| 122 | Total |
| 123 | Structural RCC/PSC upto a height of 5 mtr. for reinforced concrete in superstructure complete including steel formwork, scaffolding etc. As per drawing and technical specification. RCC M-30 grade Solid slab superstructure By using Batching Plant |
| 124 | ekaxjksy bVkok lM+d ls HkksT;kgsMh xkao ds ikl dh iqfy;k |
| 125 | iqjkuk ewf.M;k ls tMkofn;k ok;k u;k ewf.M;k |
| 126 | Total |
| 127 | Providing and laying HYSD bar reinforcement at any level in superstructure complete as per drawing and technical Specification. [MoRTH Specification : Section 1600] |
| 128 | ekaxjksy bVkok lM+d ls HkksT;kgsMh xkao ds ikl dh iqfy;k |
| 129 | iqjkuk ewf.M;k ls tMkofn;k ok;k u;k ewf.M;k |
| 130 | Total |
| 131 | Providing and Laying PCC M-15 grade leveling course below approach slab complete as per drawing and technical specifications. [MoRTH specification : 2700] |
| 132 | ekaxjksy bVkok lM+d ls HkksT;kgsMh xkao ds ikl dh iqfy;k |
| 133 | Total |
| 134 | Reinforced cement concrete M-30 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications. [MoRTH specification : 1500, 1600, 1700, 2704] |
| 135 | ekaxjksy bVkok lM+d ls HkksT;kgsMh xkao ds ikl dh iqfy;k |
| 136 | Total |
| 137 | Reinforced cement concrete wearing coat M-30 grade at any level including formwork and reinforcement complete as per drawing and technical Specification. [MoRTH Specification : Clause 2204, 1500 & 1700]. |
| 138 | ekaxjksy bVkok lM+d ls HkksT;kgsMh xkao ds ikl dh iqfy;k |
| 139 | iqjkuk ewf.M;k ls tMkofn;k ok;k u;k ewf.M;k |
| 140 | Total |
| 141 | Providing and fixing in position 20mm thick Premoulded Joint Filler in expansion joint for fixed ends of simply supported spans not exceeding 10m to cater for a horizontal movement upto 20mm, covered with sealant complete as per drawing and technical specification in MoRTH specification : clause 2605. |
| 142 | ekaxjksy bVkok lM+d ls HkksT;kgsMh xkao ds ikl dh iqfy;k |
| 143 | iqjkuk ewf.M;k ls tMkofn;k ok;k u;k ewf.M;k |
| 144 | Total |
| 145 | Providing and fixing 20mm thick Compressible Fibre Board in expansion joint complete as per drawing and technical specification in MoRTH specification : clause 2605. |
| 146 | ekaxjksy bVkok lM+d ls HkksT;kgsMh xkao ds ikl dh iqfy;k |
| 147 | iqjkuk ewf.M;k ls tMkofn;k ok;k u;k ewf.M;k |
| 148 | Total |
| 149 | Drainage spout with GI pipe 100mm dia and GI bolt 10mm dia with galvanized MS flat clamp complete as per drawing and Technical Specification |
| 150 | ekaxjksy bVkok lM+d ls HkksT;kgsMh xkao ds ikl dh iqfy;k |
| 151 | Total |
| 152 | Providing & Laying of Filter media with granular Materials/stone crushed aggregates satisfying (IRC-78) the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600mm 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. (MoRTH specification : Clause 710, 2200, 2504). |
| 153 | ekaxjksy bVkok lM+d ls HkksT;kgsMh xkao ds ikl dh iqfy;k |
| 154 | iqjkuk ewf.M;k ls tMkofn;k ok;k u;k ewf.M;k |
| 155 | Total |
| 156 | Back filling behind abutment, wing wall and return wall, in 150mm layers, with mechanical compaction, complete with all lead and lift, as per drawing and technical specification. [MoRTH Specification : Clause 304]. Gravelly Material |
| 157 | ekaxjksy bVkok lM+d ls HkksT;kgsMh xkao ds ikl dh iqfy;k |
| 158 | iqjkuk ewf.M;k ls tMkofn;k ok;k u;k ewf.M;k |
| 159 | Total |
| 160 | Providing and laying reinforced cement concrete grade M-30 design mix railing complete as per drawing and technical Specification. [MoRTH Specification : 2703, 1500, 1600 & 1700]. Cast in situ |
| 161 | iqjkuk ewf.M;k ls tMkofn;k ok;k u;k ewf.M;k |
| 162 | Total |
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