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Tender For 1) Sh-930 (Navegaon) To Virkhal Tola Road, Tr-08, Vr-39 Block – Sawali , Dist. Chandrapur.2) Mdr-117 (Mrl-04) To Singapur Road, Lr-15, Vr-44 Block - Sawali , Dist. Chandrapur.3) Mdr-29 (Tr-09) To Rajoli Chak Road, Lr-18, Vr-25 Block – Sawali , , sawali-Maharashtra

Rural Development Department has published Tender For 1) Sh-930 (Navegaon) To Virkhal Tola Road, Tr-08, Vr-39 Block – Sawali , Dist. Chandrapur.2) Mdr-117 (Mrl-04) To Singapur Road, Lr-15, Vr-44 Block - Sawali , Dist. Chandrapur.3) Mdr-29 (Tr-09) To Rajoli Chak Road, Lr-18, Vr-25 Block – Sawali , . Submission Date for this Tender is 23-06-2025. Road Work Tenders in sawali Maharashtra. Bidders can get complete Tender details and download the document.




Tender Notice

49467074
Tender For 1) Sh-930 (Navegaon) To Virkhal Tola Road, Tr-08, Vr-39 Block – Sawali , Dist. Chandrapur.2) Mdr-117 (Mrl-04) To Singapur Road, Lr-15, Vr-44 Block - Sawali , Dist. Chandrapur.3) Mdr-29 (Tr-09) To Rajoli Chak Road, Lr-18, Vr-25 Block – Sawali ,
Tender
Indian
Maharashtra
Sawali
23-06-2025

Tender Details

Tender for 1) SH-930 (Navegaon) to Virkhal Tola Road, TR-08, VR-39 Block – Sawali , Dist. Chandrapur.2) MDR-117 (MRL-04) to Singapur Road, LR-15, VR-44 Block - Sawali , Dist. Chandrapur.3) MDR-29 (TR-09) To Rajoli Chak Road, LR-18, VR-25 Block – Sawali , Dist. Chandrapur. 4) MDR-29 (Ghevara Buj) to Bormala Road, MRL-10, VR-13,14,15 ,Block – Sawali , Dist. Chandrapur. 5) MDR-29 (Antargaon) to Gaydongri Road, LR-23, VR-21 ,Block – Sawali, Dist. Chandrapur.6) SH-322 (Ladbori) to MSH-09 Road, MRL-10, VR-19, 21,Block – Sindewahi Dist. Chandrapur.7) SH-322 (Antargaon) to Nandgaon Road,MRL-09, VR-70, ODR-131 ,Block - Sindewahi , Dist. Chandrapur. 8) SH-322 (Bhuj) to MDR-29 (Mudza) Road MRL-04, VR-148, 149, Block - Bramhapuri , Dist. Chandrapur - Cleaning grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201NH-930 (NAVEGAON) TO VIRKHAL TOLA ROAD 2 MDR-117 (MRL-04) TO SINGAPUR ROAD 3 MDR-29 (TR-09) TO RAJOLI CHAK ROAD 4 MDR-29 (GEORA Bk) TO BORMALA ROAD 5 MDR-29 (ANTARGAON) TO GAYDONGRI ROAD 6 SH-322 (LADBORI) TO MSH-09 ROAD, 7 SH-322 (ANTARGAON) TO NANDGAON ROAD 8 SH-322 (BHUJ) TO MDR-29 (MUDZA) ROAD 9 Scarifying the existing bituminous road surface to a depth of 150mm and disposal of scarified material with all lead and lift as per Technical Specification Clause 301.4 (Item No. 3.2)NH-930 (NAVEGAON) TO VIRKHAL TOLA ROAD 10 MDR-117 (MRL-04) TO SINGAPUR ROAD 11 MDR-29 (TR-09) TO RAJOLI CHAK ROAD 12 MDR-29 (GEORA Bk) TO BORMALA ROAD 13 MDR-29 (ANTARGAON) TO GAYDONGRI ROAD 14 SH-322 (LADBORI) TO MSH-09 ROAD, 15 SH-322 (ANTARGAON) TO NANDGAON ROAD 16 SH-322 (BHUJ) TO MDR-29 (MUDZA) ROAD 17 Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202. (Item No. 2.15/ P.No.10)MDR-29 (ANTARGAON) TO GAYDONGRI ROAD 18 Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with all lift and lead as per Technical Specification Clause 302.3 NH-930 (NAVEGAON) TO VIRKHAL TOLA ROAD 19 MDR-117 (MRL-04) TO SINGAPUR ROAD 20 MDR-29 (TR-09) TO RAJOLI CHAK ROAD 21 MDR-29 (GEORA Bk) TO BORMALA ROAD 22 MDR-29 (ANTARGAON) TO GAYDONGRI ROAD 23 SH-322 (LADBORI) TO MSH-09 ROAD, 24 SH-322 (ANTARGAON) TO NANDGAON ROAD 25 SH-322 (BHUJ) TO MDR-29 (MUDZA) ROAD 26 Construction of embankment with approved materials deposited at site from raodway cutting and excavation from drain and foundation of other structures graded and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 NH-930 (NAVEGAON) TO VIRKHAL TOLA ROAD 27 MDR-117 (MRL-04) TO SINGAPUR ROAD 28 MDR-29 (TR-09) TO RAJOLI CHAK ROAD 29 MDR-29 (GEORA Bk) TO BORMALA ROAD 30 MDR-29 (ANTARGAON) TO GAYDONGRI ROAD 31 SH-322 (LADBORI) TO MSH-09 ROAD, 32 SH-322 (ANTARGAON) TO NANDGAON ROAD 33 SH-322 (BHUJ) TO MDR-29 (MUDZA) ROAD 34 Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2with all lead & liftas per technical Specification Clause 301.5 NH-930 (NAVEGAON) TO VIRKHAL TOLA ROAD 35 MDR-117 (MRL-04) TO SINGAPUR ROAD 36 MDR-29 (TR-09) TO RAJOLI CHAK ROAD 37 MDR-29 (GEORA Bk) TO BORMALA ROAD 38 MDR-29 (ANTARGAON) TO GAYDONGRI ROAD 39 SH-322 (LADBORI) TO MSH-09 ROAD, 40 SH-322 (ANTARGAON) TO NANDGAON ROAD 41 SH-322 (BHUJ) TO MDR-29 (MUDZA) ROAD 42 Construction of Earthen Shoulders as per Technical Specification Clause 407NH-930 (NAVEGAON) TO VIRKHAL TOLA ROAD 43 MDR-117 (MRL-04) TO SINGAPUR ROAD 44 MDR-29 (TR-09) TO RAJOLI CHAK ROAD 45 MDR-29 (GEORA Bk) TO BORMALA ROAD 46 MDR-29 (ANTARGAON) TO GAYDONGRI ROAD 47 SH-322 (LADBORI) TO MSH-09 ROAD, 48 SH-322 (ANTARGAON) TO NANDGAON ROAD 49 SH-322 (BHUJ) TO MDR-29 (MUDZA) ROAD 50 Providing and fixing in position 25mm dia anti corrosive MS dowel bars of required dia. 60 Cms. Long and at 30.00 Cm C/C and wherever directed including handling, straightening, necessary cutting supported by chairs with proper alignment with half length covered by polyethene sheathing including cap etc. completeNH-930 (NAVEGAON) TO VIRKHAL TOLA ROAD 51 MDR-117 (MRL-04) TO SINGAPUR ROAD 52 MDR-29 (TR-09) TO RAJOLI CHAK ROAD 53 MDR-29 (GEORA Bk) TO BORMALA ROAD 54 MDR-29 (ANTARGAON) TO GAYDONGRI ROAD 55 SH-322 (LADBORI) TO MSH-09 ROAD, 56 SH-322 (ANTARGAON) TO NANDGAON ROAD 57 SH-322 (BHUJ) TO MDR-29 (MUDZA) ROAD 58 Providing and fixing in position anticorrosive TMT FE 500, tie bars of 12mm dia. 70 cms. long and at 30.00 cm. C/C and wherever directed including handling, straightening, supported by assembly of TMT FE 500, chairs with proper alignment etc. complete.NH-930 (NAVEGAON) TO VIRKHAL TOLA ROAD 59 MDR-117 (MRL-04) TO SINGAPUR ROAD 60 MDR-29 (TR-09) TO RAJOLI CHAK ROAD 61 MDR-29 (GEORA Bk) TO BORMALA ROAD 62 MDR-29 (ANTARGAON) TO GAYDONGRI ROAD 63 SH-322 (LADBORI) TO MSH-09 ROAD, 64 SH-322 (ANTARGAON) TO NANDGAON ROAD 65 SH-322 (BHUJ) TO MDR-29 (MUDZA) ROAD 66 Providing expansion joints with 25mm thick bituminous pad as per detailed drawings etc. complete.NH-930 (NAVEGAON) TO VIRKHAL TOLA ROAD 67 MDR-117 (MRL-04) TO SINGAPUR ROAD 68 MDR-29 (TR-09) TO RAJOLI CHAK ROAD 69 MDR-29 (GEORA Bk) TO BORMALA ROAD 70 MDR-29 (ANTARGAON) TO GAYDONGRI ROAD 71 SH-322 (LADBORI) TO MSH-09 ROAD, 72 SH-322 (ANTARGAON) TO NANDGAON ROAD 73 SH-322 (BHUJ) TO MDR-29 (MUDZA) ROAD 74 Providing and Laying of Interlocking Concrete Block Pavements having thickness 80mm as per drawings and Technical Specification Clause 1504 (including Sand Filling).NH-930 (NAVEGAON) TO VIRKHAL TOLA ROAD 75 MDR-29 (TR-09) TO RAJOLI CHAK ROAD 76 Construction of subgrade with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope andcompacting with vibratory roller to meet requirement of Table 300.2 with all lead as per Technical Specification Clause 303.1NH-930 (NAVEGAON) TO VIRKHAL TOLA ROAD 77 MDR-117 (MRL-04) TO SINGAPUR ROAD 78 MDR-29 (TR-09) TO RAJOLI CHAK ROAD 79 MDR-29 (GEORA Bk) TO BORMALA ROAD 80 MDR-29 (ANTARGAON) TO GAYDONGRI ROAD 81 SH-322 (LADBORI) TO MSH-09 ROAD, 82 SH-322 (ANTARGAON) TO NANDGAON ROAD 83 SH-322 (BHUJ) TO MDR-29 (MUDZA) ROAD 84 Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 5.0 to 9.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary)NH-930 (NAVEGAON) TO VIRKHAL TOLA ROAD 85 MDR-29 (TR-09) TO RAJOLI CHAK ROAD 86 MDR-29 (GEORA Bk) TO BORMALA ROAD 87 MDR-29 (ANTARGAON) TO GAYDONGRI ROAD 88 Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantalling of Masnory Works as per Technical Specification Clause 202 (Item No. 2.13)(600MM TO 900MM DIA)MDR-117 (MRL-04) TO SINGAPUR ROAD 89 MDR-29 (TR-09) TO RAJOLI CHAK ROAD 90 SH-322 (ANTARGAON) TO NANDGAON ROAD 91 SH-322 (BHUJ) TO MDR-29 (MUDZA) ROAD 92 Hume pipes ( ABOVE 900 MM ØPIPE)NH-930 (NAVEGAON) TO VIRKHAL TOLA ROAD 93 MDR-29 (TR-09) TO RAJOLI CHAK ROAD 94 MDR-29 (GEORA Bk) TO BORMALA ROAD 95 MDR-29 (ANTARGAON) TO GAYDONGRI ROAD 96 Hume pipes UPTO 600 MM Ø PIPENH-930 (NAVEGAON) TO VIRKHAL TOLA ROAD 97 MDR-29 (ANTARGAON) TO GAYDONGRI ROAD 98 Construction of granular sub-base by providing Grading-I material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with vibratorywheel roller to achieve the desired density, complete as per Technical Specification Clause 401.NH-930 (NAVEGAON) TO VIRKHAL TOLA ROAD 99 MDR-117 (MRL-04) TO SINGAPUR ROAD 100 MDR-29 (TR-09) TO RAJOLI CHAK ROAD 101 MDR-29 (GEORA Bk) TO BORMALA ROAD 102 MDR-29 (ANTARGAON) TO GAYDONGRI ROAD 103 SH-322 (LADBORI) TO MSH-09 ROAD, 104 SH-322 (ANTARGAON) TO NANDGAON ROAD 105 SH-322 (BHUJ) TO MDR-29 (MUDZA) ROAD 106 Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. NH-930 (NAVEGAON) TO VIRKHAL TOLA ROAD 107 MDR-117 (MRL-04) TO SINGAPUR ROAD 108 MDR-29 (TR-09) TO RAJOLI CHAK ROAD 109 MDR-29 (GEORA Bk) TO BORMALA ROAD 110 MDR-29 (ANTARGAON) TO GAYDONGRI ROAD 111 SH-322 (LADBORI) TO MSH-09 ROAD, 112 SH-322 (ANTARGAON) TO NANDGAON ROAD 113 SH-322 (BHUJ) TO MDR-29 (MUDZA) ROAD 114 Providing and laying PVC Pipe 110mm Ø for WeepholeNH-930 (NAVEGAON) TO VIRKHAL TOLA ROAD 115 MDR-117 (MRL-04) TO SINGAPUR ROAD 116 MDR-29 (TR-09) TO RAJOLI CHAK ROAD 117 MDR-29 (GEORA Bk) TO BORMALA ROAD 118 MDR-29 (ANTARGAON) TO GAYDONGRI ROAD 119 SH-322 (LADBORI) TO MSH-09 ROAD, 120 SH-322 (ANTARGAON) TO NANDGAON ROAD 121 SH-322 (BHUJ) TO MDR-29 (MUDZA) ROAD 122 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 smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MDR-29 (TR-09) TO RAJOLI CHAK ROAD 123 MDR-29 (GEORA Bk) TO BORMALA ROAD 124 Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate (natural sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, 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/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in- charge, compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete. NH-930 (NAVEGAON) TO VIRKHAL TOLA ROAD 125 MDR-117 (MRL-04) TO SINGAPUR ROAD 126 MDR-29 (TR-09) TO RAJOLI CHAK ROAD 127 MDR-29 (GEORA Bk) TO BORMALA ROAD 128 MDR-29 (ANTARGAON) TO GAYDONGRI ROAD 129 SH-322 (LADBORI) TO MSH-09 ROAD, 130 SH-322 (ANTARGAON) TO NANDGAON ROAD 131 SH-322 (BHUJ) TO MDR-29 (MUDZA) ROAD 132 Providing and laying White Topping / Short Paneled Concrete as per IRC-SP 76-2015 (Existing surface preparation to be done if necessary either by milling or levelling course with DLC to correct surface profile and to be paid separately) with un reinforced M-40 Grade Pavement Quality Concrete using Ordinary Portland Cement 43/53 Grade OR Portland Pozzolona Cement IS-1489 at 425 Kg/Cum, coarse aggregate, fine aggregate (VSI) and admisture confirming to IS 9130-1999 (R-2004) polymeric synthetic fiber as per ASTM (1116) such as polyster / polyethylene / polypropylene / glass fiber at 1.20 Kg/Cum, mixed in batching and mixing plant or weigh batcher as per approved mix design to achieve minimum flexural strength or modulus of rupture of concrete 4.50 MPa at 28 days limiting maximum water, cement ratio to 0.40, transported to site laid with fixed form/ slip form paver finisher (preferably with slip form paver finisher) spread, vibrated, compacted and finished in a continuous operation to the lines and grades as per drawing, texture, finishing of surface, spraying two layers of curing compound, curing with water sprayed on hessian cloth covered over concrete surface, groove cutting and grid 1.00m x 1.00m or as directed by Engineer-in-Charge to a depth of 1/3 to 1/4 of the thickness and of width 3-5mm as per design including cost of all material, site formwork, labour and machineries etc. complete as per specification. (Excluding Dowel Bars & Tie Bars & Including polythene sheet)NH-930 (NAVEGAON) TO VIRKHAL TOLA ROAD 133 MDR-117 (MRL-04) TO SINGAPUR ROAD 134 MDR-29 (TR-09) TO RAJOLI CHAK ROAD 135 MDR-29 (GEORA Bk) TO BORMALA ROAD 136 MDR-29 (ANTARGAON) TO GAYDONGRI ROAD 137 SH-322 (LADBORI) TO MSH-09 ROAD, 138 SH-322 (ANTARGAON) TO NANDGAON ROAD 139 SH-322 (BHUJ) TO MDR-29 (MUDZA) ROAD 140 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 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.NH-930 (NAVEGAON) TO VIRKHAL TOLA ROAD 141 MDR-117 (MRL-04) TO SINGAPUR ROAD 142 MDR-29 (TR-09) TO RAJOLI CHAK ROAD 143 MDR-29 (GEORA Bk) TO BORMALA ROAD 144 MDR-29 (ANTARGAON) TO GAYDONGRI ROAD 145 SH-322 (LADBORI) TO MSH-09 ROAD, 146 SH-322 (ANTARGAON) TO NANDGAON ROAD 147 SH-322 (BHUJ) TO MDR-29 (MUDZA) ROAD 148 Providing and laying filter material undermeath pitching in slopes complete as per drawing and Technical Specification Clause 1302 NH-930 (NAVEGAON) TO VIRKHAL TOLA ROAD 149 MDR-29 (TR-09) TO RAJOLI CHAK ROAD 150 MDR-29 (GEORA Bk) TO BORMALA ROAD 151 MDR-29 (ANTARGAON) TO GAYDONGRI ROAD 152 Providing and laying pitching of cement concrete blocks of size as per Table 1300.2, cast in cement concrete of grade M-15NH-930 (NAVEGAON) TO VIRKHAL TOLA ROAD 153 MDR-29 (TR-09) TO RAJOLI CHAK ROAD 154 MDR-29 (GEORA Bk) TO BORMALA ROAD 155 MDR-29 (ANTARGAON) TO GAYDONGRI ROAD 156 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 lifts and lead of 1000m as per Technical Specification Clause 202.(I) Manual Means (B) Cement ConcreteNH-930 (NAVEGAON) TO VIRKHAL TOLA ROAD 157 MDR-117 (MRL-04) TO SINGAPUR ROAD 158 MDR-29 (TR-09) TO RAJOLI CHAK ROAD 159 Manual Means (B) Cement ConcreteMDR-29 (GEORA Bk) TO BORMALA ROAD 160 Manual Means (C) Reinforced Cement ConcreteMDR-29 (GEORA Bk) TO BORMALA ROAD 161 Manual Means (B) Cement ConcreteMDR-29 (ANTARGAON) TO GAYDONGRI ROAD 162 Manual Means (C) Reinforced Cement ConcreteMDR-29 (ANTARGAON) TO GAYDONGRI ROAD 163 Manual Means (B) Cement ConcreteSH-322 (ANTARGAON) TO NANDGAON ROAD 164 Manual Means (B) Cement ConcreteSH-322 (BHUJ) TO MDR-29 (MUDZA) ROAD 165 Providing rubble filling of trap/ granite/ quartzite/ gneiss stones for foundations including filling voids with sand/ grit and compaction etc complete. NH-930 (NAVEGAON) TO VIRKHAL TOLA ROAD 166 MDR-117 (MRL-04) TO SINGAPUR ROAD 167 MDR-29 (TR-09) TO RAJOLI CHAK ROAD 168 MDR-29 (GEORA Bk) TO BORMALA ROAD 169 MDR-29 (ANTARGAON) TO GAYDONGRI ROAD 170 SH-322 (LADBORI) TO MSH-09 ROAD, 171 SH-322 (ANTARGAON) TO NANDGAON ROAD 172 SH-322 (BHUJ) TO MDR-29 (MUDZA) ROAD 173 Providing concrete for plain cement concrete M-10in foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203.NH-930 (NAVEGAON) TO VIRKHAL TOLA ROAD 174 MDR-117 (MRL-04) TO SINGAPUR ROAD 175 MDR-29 (TR-09) TO RAJOLI CHAK ROAD 176 MDR-29 (GEORA Bk) TO BORMALA ROAD 177 MDR-29 (ANTARGAON) TO GAYDONGRI ROAD 178 SH-322 (LADBORI) TO MSH-09 ROAD, 179 SH-322 (ANTARGAON) TO NANDGAON ROAD 180 SH-322 (BHUJ) TO MDR-29 (MUDZA) ROAD 181 Providing concrete for plain cement concrete M-15 in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 NH-930 (NAVEGAON) TO VIRKHAL TOLA ROAD 182 MDR-29 (TR-09) TO RAJOLI CHAK ROAD 183 MDR-29 (GEORA Bk) TO BORMALA ROAD 184 MDR-29 (ANTARGAON) TO GAYDONGRI ROAD 185 Plain cement concrete Grade M-15 in substructure complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 and 1204NH-930 (NAVEGAON) TO VIRKHAL TOLA ROAD 186 MDR-117 (MRL-04) TO SINGAPUR ROAD 187 MDR-29 (TR-09) TO RAJOLI CHAK ROAD 188 MDR-29 (GEORA Bk) TO BORMALA ROAD 189 MDR-29 (ANTARGAON) TO GAYDONGRI ROAD 190 SH-322 (LADBORI) TO MSH-09 ROAD, 191 SH-322 (ANTARGAON) TO NANDGAON ROAD 192 SH-322 (BHUJ) TO MDR-29 (MUDZA) ROAD 193 Providing and layingP.C.C. M-20 Grade cement concrete in substructure complete as per drawings and technical specification Clause 802, 804, 805, 806, 807, 1202 and 1204 MDR-29 (TR-09) TO RAJOLI CHAK ROAD 194 SH-322 (BHUJ) TO MDR-29 (MUDZA) ROAD 195 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material and single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. Clause 1106. (Item No. 9.3) SINGLE ROW 1000MM Ø C.D. WORKNH-930 (NAVEGAON) TO VIRKHAL TOLA ROAD 196 MDR-117 (MRL-04) TO SINGAPUR ROAD 197 MDR-29 (TR-09) TO RAJOLI CHAK ROAD 198 MDR-29 (GEORA Bk) TO BORMALA ROAD 199 MDR-29 (ANTARGAON) TO GAYDONGRI ROAD 200 SH-322 (ANTARGAON) TO NANDGAON ROAD 201 SH-322 (BHUJ) TO MDR-29 (MUDZA) ROAD 202 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material and single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. Clause 1106. (Item No. 9.3) DOUBLE ROWS 1200MM Ø C.D. WORK NH-930 (NAVEGAON) TO VIRKHAL TOLA ROAD 203 Providing and laying cement concrete pipe of I.S.458/2003 NP Class-2 of 600mm diameter in proper line, level and slope including providing, fixing collars in C.M.1:2 and curing etc. complete.NH-930 (NAVEGAON) TO VIRKHAL TOLA ROAD 204 MDR-117 (MRL-04) TO SINGAPUR ROAD 205 MDR-29 (TR-09) TO RAJOLI CHAK ROAD 206 MDR-29 (GEORA Bk) TO BORMALA ROAD 207 MDR-29 (ANTARGAON) TO GAYDONGRI ROAD 208 SH-322 (LADBORI) TO MSH-09 ROAD, 209 SH-322 (ANTARGAON) TO NANDGAON ROAD 210 SH-322 (BHUJ) TO MDR-29 (MUDZA) ROAD 211 Providing and laying cement concrete pipe of I.S.458/2003 NP Class-2 of 300mm diameter in proper line, level and slope including providing, fixing collars in C.M.1:2 and curing etc. complete.NH-930 (NAVEGAON) TO VIRKHAL TOLA ROAD 212 MDR-117 (MRL-04) TO SINGAPUR ROAD 213 MDR-29 (TR-09) TO RAJOLI CHAK ROAD 214 MDR-29 (GEORA Bk) TO BORMALA ROAD 215 MDR-29 (ANTARGAON) TO GAYDONGRI ROAD 216 SH-322 (LADBORI) TO MSH-09 ROAD, 217 SH-322 (ANTARGAON) TO NANDGAON ROAD 218 SH-322 (BHUJ) TO MDR-29 (MUDZA) ROAD 219 Providing and laying reinforced cement concrete M-20 in superstructureas per drawing and Technical Specifications Clauses 802, 1205.4 and 1205.5NH-930 (NAVEGAON) TO VIRKHAL TOLA ROAD 220 MDR-117 (MRL-04) TO SINGAPUR ROAD 221 Providing and layingR.C.C. M-30 Grade cement concrete in substructure complete as per drawings and technical specification Clause 802, 804, 805, 806, 807, 1202 and 1204NH-930 (NAVEGAON) TO VIRKHAL TOLA ROAD 222 MDR-29 (TR-09) TO RAJOLI CHAK ROAD 223 MDR-29 (GEORA Bk) TO BORMALA ROAD 224 MDR-29 (ANTARGAON) TO GAYDONGRI ROAD 225 Providing, Laying and fixing in line level and in required slope of factory made mechanically vibrated and compacted Precast M-35 grade reinforced cement concrete of trap/ granite/ quartzite/ gneiss metal three radius Arch shape ARCODUCT of A-IV category (2.920 x 1.823 x 0.230) m thick, (replaceable for flow area 2m x 2m box) with 1.25 meter effective length and 1.40 meter over all length along with standard tongue and groove joint arrangements as per IS 456:2000 (re affirmed 2021) including cost of all materials including steel reinforcement of minimum 256 kg, preparation of casting bed, manufacturing, curing, removing from steel moulds by using crane or required machinery and stacking of ARCODUCTS, excluding lead, with concrete Batch Mix Plant (PAN Mixer) using crushed sand etc.complete. as directed by the Engineer in charge. (weight per Rmt is 4.8T) NH-930 (NAVEGAON) TO VIRKHAL TOLA ROAD 226 MDR-29 (TR-09) TO RAJOLI CHAK ROAD 227 MDR-29 (GEORA Bk) TO BORMALA ROAD 228 MDR-29 (ANTARGAON) TO GAYDONGRI ROAD 229 Supplyingfitting and placing TMT bar reinforcement (Fe 415) in substructurecomplete as per drawings and technical specification Clauses 1002, 1005, 1010 and 1202 .NH-930 (NAVEGAON) TO VIRKHAL TOLA ROAD 230 MDR-29 (TR-09) TO RAJOLI CHAK ROAD 231 MDR-29 (GEORA Bk) TO BORMALA ROAD 232 MDR-29 (ANTARGAON) TO GAYDONGRI ROAD 233 Supplyingfitting and placing TMT bar reinforcement in superstructurecomplete as per drawings and technical specification Clauses 1002, 1010 and 1202 NH-930 (NAVEGAON) TO VIRKHAL TOLA ROAD 234 MDR-117 (MRL-04) TO SINGAPUR ROAD 235 MDR-29 (TR-09) TO RAJOLI CHAK ROAD 236 MDR-29 (GEORA Bk) TO BORMALA ROAD 237 MDR-29 (ANTARGAON) TO GAYDONGRI ROAD 238 Providing and laying filter media with granular crushed aggregates as per specifications 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 wallto the full height compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8NH-930 (NAVEGAON) TO VIRKHAL TOLA ROAD 239 MDR-29 (TR-09) TO RAJOLI CHAK ROAD 240 MDR-29 (GEORA Bk) TO BORMALA ROAD 241 MDR-29 (ANTARGAON) TO GAYDONGRI ROAD 242 Providing and laying 0.90meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete.NH-930 (NAVEGAON) TO VIRKHAL TOLA ROAD 243 MDR-29 (TR-09) TO RAJOLI CHAK ROAD 244 MDR-29 (GEORA Bk) TO BORMALA ROAD 245 MDR-29 (ANTARGAON) TO GAYDONGRI ROAD 246 Backfilling behind abutment, wing wall and return wall complete as per drawings and technical specification Clause 1204.3.8NH-930 (NAVEGAON) TO VIRKHAL TOLA ROAD 247 MDR-29 (TR-09) TO RAJOLI CHAK ROAD 248 MDR-29 (GEORA Bk) TO BORMALA ROAD 249 MDR-29 (ANTARGAON) TO GAYDONGRI ROAD 250 Providing weepholes in plain 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, 1204.3.7 NH-930 (NAVEGAON) TO VIRKHAL TOLA ROAD 251 MDR-29 (TR-09) TO RAJOLI CHAK ROAD 252 MDR-29 (GEORA Bk) TO BORMALA ROAD 253 MDR-29 (ANTARGAON) TO GAYDONGRI ROAD 254 SH-322 (BHUJ) TO MDR-29 (MUDZA) ROAD 255 Providing and laying of apron with cement concrete blocks of size as per Table 1300.1 cast-in-situ and made with nominal mix of M-15 grade cement concrete as per drawing and technical specifications Clause 1301NH-930 (NAVEGAON) TO VIRKHAL TOLA ROAD 256 MDR-29 (TR-09) TO RAJOLI CHAK ROAD 257 MDR-29 (GEORA Bk) TO BORMALA ROAD 258 MDR-29 (ANTARGAON) TO GAYDONGRI ROAD 259 Providing and laying cement concrete Wearing Course M-30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 NH-930 (NAVEGAON) TO VIRKHAL TOLA ROAD 260 MDR-29 (TR-09) TO RAJOLI CHAK ROAD 261 MDR-29 (GEORA Bk) TO BORMALA ROAD 262 MDR-29 (ANTARGAON) TO GAYDONGRI ROAD 263 Providing and laying reinforced cement concrete M-25 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5NH-930 (NAVEGAON) TO VIRKHAL TOLA ROAD 264 MDR-29 (TR-09) TO RAJOLI CHAK ROAD 265 MDR-29 (GEORA Bk) TO BORMALA ROAD 266 MDR-29 (ANTARGAON) TO GAYDONGRI ROAD 267 Providing and fixing in position railing consisting of IS Rolled steel joist posts designation IS MB 100 (100 x 50) at 2.5m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2 NH-930 (NAVEGAON) TO VIRKHAL TOLA ROAD 268 MDR-29 (TR-09) TO RAJOLI CHAK ROAD 269 MDR-29 (GEORA Bk) TO BORMALA ROAD 270 MDR-29 (ANTARGAON) TO GAYDONGRI ROAD 271 Providing and fixing 90cm x 60cm Marble plate engraving 10cm. Height letter, figures including painting the lefters/ figures with approved colour and shade complete NH-930 (NAVEGAON) TO VIRKHAL TOLA ROAD 272 MDR-29 (TR-09) TO RAJOLI CHAK ROAD 273 MDR-29 (GEORA Bk) TO BORMALA ROAD 274 MDR-29 (ANTARGAON) TO GAYDONGRI ROAD 275 Providing and laying of boulder apron laid in wire crates with 4 mm dia Black Anealed wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 MDR-29 (ANTARGAON) TO GAYDONGRI ROAD 276 Reinforced cement concrete M-15 grade Ordinary Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. NH-930 (NAVEGAON) TO VIRKHAL TOLA ROAD 277 MDR-117 (MRL-04) TO SINGAPUR ROAD 278 MDR-29 (TR-09) TO RAJOLI CHAK ROAD 279 MDR-29 (GEORA Bk) TO BORMALA ROAD 280 MDR-29 (ANTARGAON) TO GAYDONGRI ROAD 281 SH-322 (LADBORI) TO MSH-09 ROAD, 282 SH-322 (ANTARGAON) TO NANDGAON ROAD 283 SH-322 (BHUJ) TO MDR-29 (MUDZA) ROAD 284 Reinforced cement concrete M-15 grade 200m Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. NH-930 (NAVEGAON) TO VIRKHAL TOLA ROAD 285 MDR-117 (MRL-04) TO SINGAPUR ROAD 286 MDR-29 (TR-09) TO RAJOLI CHAK ROAD 287 MDR-29 (GEORA Bk) TO BORMALA ROAD 288 MDR-29 (ANTARGAON) TO GAYDONGRI ROAD 289 SH-322 (LADBORI) TO MSH-09 ROAD, 290 SH-322 (ANTARGAON) TO NANDGAON ROAD 291 SH-322 (BHUJ) TO MDR-29 (MUDZA) ROAD 292 Reinforced cement concrete M-15 grade Boundary Pillar/ Local Stone of standard design as per IRC: 25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704. NH-930 (NAVEGAON) TO VIRKHAL TOLA ROAD 293 MDR-117 (MRL-04) TO SINGAPUR ROAD 294 MDR-29 (TR-09) TO RAJOLI CHAK ROAD 295 MDR-29 (GEORA Bk) TO BORMALA ROAD 296 MDR-29 (ANTARGAON) TO GAYDONGRI ROAD 297 SH-322 (LADBORI) TO MSH-09 ROAD, 298 SH-322 (ANTARGAON) TO NANDGAON ROAD 299 SH-322 (BHUJ) TO MDR-29 (MUDZA) ROAD 300 Reinforced cement concrete M-15 grade 5th Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. NH-930 (NAVEGAON) TO VIRKHAL TOLA ROAD 301 MDR-29 (GEORA Bk) TO BORMALA ROAD 302 SH-322 (ANTARGAON) TO NANDGAON ROAD 303 SH-322 (BHUJ) TO MDR-29 (MUDZA) ROAD 304 Painting lines, dashes, arrows etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702 NH-930 (NAVEGAON) TO VIRKHAL TOLA ROAD 305 MDR-117 (MRL-04) TO SINGAPUR ROAD 306 MDR-29 (TR-09) TO RAJOLI CHAK ROAD 307 MDR-29 (GEORA Bk) TO BORMALA ROAD 308 MDR-29 (ANTARGAON) TO GAYDONGRI ROAD 309 SH-322 (LADBORI) TO MSH-09 ROAD, 310 SH-322 (ANTARGAON) TO NANDGAON ROAD 311 SH-322 (BHUJ) TO MDR-29 (MUDZA) ROAD 312 Providing and Laying hot applied thermo plastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5mm thick including 1.5 Refractive index reflectorizing glass beads @ 250 gm/ sqm. Thickness of 2.5mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be >250m cd/ sqm/ lux measured in the initial 7 days and sustained reflectivity RL of 100 mcd/ sqm/ lux and Qd of 100 mcd/ sqm/ lux measured at the end of 2 years by means of a Standard Reflecto meter of Zehntner, Easylux, Delta make capable of measuring RL & QD both according to IRC 35:2015 clause 15.5. The finished surface to be level, uniform, and free from streak sand holes complete as per direction of Engineer-in-charge and inaccordance with applicable specifications. (Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015). NH-930 (NAVEGAON) TO VIRKHAL TOLA ROAD 313 MDR-117 (MRL-04) TO SINGAPUR ROAD 314 MDR-29 (TR-09) TO RAJOLI CHAK ROAD 315 MDR-29 (GEORA Bk) TO BORMALA ROAD 316 MDR-29 (ANTARGAON) TO GAYDONGRI ROAD 317 SH-322 (LADBORI) TO MSH-09 ROAD, 318 SH-322 (ANTARGAON) TO NANDGAON ROAD 319 SH-322 (BHUJ) TO MDR-29 (MUDZA) ROAD 320 Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 NH-930 (NAVEGAON) TO VIRKHAL TOLA ROAD 321 MDR-117 (MRL-04) TO SINGAPUR ROAD 322 MDR-29 (TR-09) TO RAJOLI CHAK ROAD 323 MDR-29 (GEORA Bk) TO BORMALA ROAD 324 MDR-29 (ANTARGAON) TO GAYDONGRI ROAD 325 SH-322 (LADBORI) TO MSH-09 ROAD, 326 SH-322 (ANTARGAON) TO NANDGAON ROAD 327 SH-322 (BHUJ) TO MDR-29 (MUDZA) ROAD 328 Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area less than 0.9 One Square Meterr made out of4mm aluminum sheet bonded with white retro reflective sheeting ofClass B (Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3,supportedwith back support frame 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on one no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron postshall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B (Type IV High intensity micro-prismatic grade sheeting-HIP)sheeting shall have 7 yearswritten warrantyfrom the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificatein original should be submitted to the Engineer in charge by the contractor/supplier. (Village NameBoard)NH-930 (NAVEGAON) TO VIRKHAL TOLA ROAD 329 MDR-117 (MRL-04) TO SINGAPUR ROAD 330 MDR-29 (TR-09) TO RAJOLI CHAK ROAD 331 MDR-29 (GEORA Bk) TO BORMALA ROAD 332 MDR-29 (ANTARGAON) TO GAYDONGRI ROAD 333 SH-322 (LADBORI) TO MSH-09 ROAD, 334 SH-322 (ANTARGAON) TO NANDGAON ROAD 335 SH-322 (BHUJ) TO MDR-29 (MUDZA) ROAD 336 Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of 600mmmade out of 3mm aluminum sheet bonded with white retro reflective sheeting ofClass B (Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. ofM. S. angle iron post of size65 mm X 65 mm X 6 mm, 3.45 m long,duly paintedwithwith flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warrantyfrom the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificatein original should be submitted to the Engineer in charge by the contractor/supplier. ( 600 mm Equilatral and Triangle)NH-930 (NAVEGAON) TO VIRKHAL TOLA ROAD 337 MDR-117 (MRL-04) TO SINGAPUR ROAD 338 MDR-29 (TR-09) TO RAJOLI CHAK ROAD 339 MDR-29 (GEORA Bk) TO BORMALA ROAD 340 MDR-29 (ANTARGAON) TO GAYDONGRI ROAD 341 SH-322 (LADBORI) TO MSH-09 ROAD, 342 SH-322 (ANTARGAON) TO NANDGAON ROAD 343 SH-322 (BHUJ) TO MDR-29 (MUDZA) ROAD 344 Providing and fixing Mandatory/Regulatory sign boards in circular shape of 600mm diamade out of 3mm aluminum sheet bonded with white retro reflective sheeting ofClass B (Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. ofM. S. angle iron post of size65 mm X 65 mm X 6 mm, 3.45 m long,duly paintedwithwith flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warrantyfrom the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificatein original should be submitted to the Engineer in charge by the contractor/supplier. ( 600mm Circular)NH-930 (NAVEGAON) TO VIRKHAL TOLA ROAD 345 MDR-29 (ANTARGAON) TO GAYDONGRI ROAD 346 SH-322 (BHUJ) TO MDR-29 (MUDZA) ROAD 347 Providing and fixing Cautionary/Warning sign boards in Octagone size of 900mmmade out of 4mm aluminum sheet bonded with white retro reflective sheeting ofClass B (Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint andsupported on one no. ofM. S. angle iron post of size65 mm X 65 mm X 6 mm, 3.45 m long,duly paintedwithwith flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warrantyfrom the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificatein original should be submitted to the Engineer in charge by the contractor/supplier. 900mm Sides OctagonSH-322 (LADBORI) TO MSH-09 ROAD, 348 SH-322 (ANTARGAON) TO NANDGAON ROAD 349 SH-322 (BHUJ) TO MDR-29 (MUDZA) ROAD 350 MMGSY Citizen s information Board- Providing and fixing of typical MMGSY Retro Reflective information board as peras per section1700 of MORD specifications and latest MMGSY Signage Manual / Circuler and drawing.Two ACP (Aluminum Composite Panel) sheets of 4 mm thick, of 900 mm x 750mm size fixed at top & bottomduly rivetted with MSangles of 35 x 35x 5 mm thick M.S angle shall be welded by two vertical M.S angle of 5 mm thick to 75 mm x 75 mm of 12 SWG square tubes / 75mm Dia Pipe posts duly embedded in cement concrete M-20 grade blocks of 600mm x 600mm x 75mm, below ground level. MMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing MMGSY Logo/ Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing Clause 1701 and Annexure 1700.1 (10.16). The design, painting and lettering shall be done as per the MMGSY Signage Guidelines Fig.3 and Fig.4 and as directed by Engineer-In-charge. A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor.NH-930 (NAVEGAON) TO VIRKHAL TOLA ROAD 351 MDR-117 (MRL-04) TO SINGAPUR ROAD 352 MDR-29 (TR-09) TO RAJOLI CHAK ROAD 353 MDR-29 (GEORA Bk) TO BORMALA ROAD 354 MDR-29 (ANTARGAON) TO GAYDONGRI ROAD 355 SH-322 (LADBORI) TO MSH-09 ROAD, 356 SH-322 (ANTARGAON) TO NANDGAON ROAD 357 SH-322 (BHUJ) TO MDR-29 (MUDZA) ROAD 358 Sign Board of MMGSY Project Information :Providing and fixing of typical retro reflective MMGSY Project informatory sign board with Logo as per section1700 of MORD specifications and latest MMGSY Signage Manual / Circuler and drawing. The board will be a composite unit consisting of ThreePlates ACP (Aluminum Composite Panel), material specificaitons as per clause 17001.3. The top most plate will be of 3mm ACP in diamond shape of 600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The middle 4mm ACP plate of will be 1200x150mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The main 4mm ACP lower most plate will be 1500mmx600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of lower most plate and flat iron frame of the middle plate will be welded to twonos. 75mm x75mm x 12 swg sheet tubes posts placed at 1125mm apart centre to centre. the top of the middle plate will be flushed with the top of 75mm dia medium steel tube posts and these posts will be embeded in cement concrete M15 grade block of 450x450x600mm below ground level. The height of the bottom of the lower plate will be 1200mm from normal ground level and the bottom of the middle plate will be 100mm above the toplevel of the lower most plate. the diamond shaped plate mounted over flat angle iron frame will be connected to middle plate by square steel section of 47mmx47mm, thickness12SWG having a spacing of 100mm between the diamond shaped plate and middle plate and this square section will be riveted to the bottom point of the diamond shaped plate. PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013 (11)/ 3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.2 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor.NH-930 (NAVEGAON) TO VIRKHAL TOLA ROAD 359 MDR-117 (MRL-04) TO SINGAPUR ROAD 360 MDR-29 (TR-09) TO RAJOLI CHAK ROAD 361 MDR-29 (GEORA Bk) TO BORMALA ROAD 362 MDR-29 (ANTARGAON) TO GAYDONGRI ROAD 363 SH-322 (LADBORI) TO MSH-09 ROAD, 364 SH-322 (ANTARGAON) TO NANDGAON ROAD 365 SH-322 (BHUJ) TO MDR-29 (MUDZA) ROAD 366 Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15cm wide strips, fitted with 80x100mm rectangular or 75mm dia. circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings NH-930 (NAVEGAON) TO VIRKHAL TOLA ROAD 367 MDR-117 (MRL-04) TO SINGAPUR ROAD 368 MDR-29 (TR-09) TO RAJOLI CHAK ROAD 369 MDR-29 (GEORA Bk) TO BORMALA ROAD 370 MDR-29 (ANTARGAON) TO GAYDONGRI ROAD 371 SH-322 (LADBORI) TO MSH-09 ROAD, 372 SH-322 (ANTARGAON) TO NANDGAON ROAD 373 SH-322 (BHUJ) TO MDR-29 (MUDZA) ROAD 374 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cats Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000Kilogramtested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 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 500 Kilogram. 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 manufacturers recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.NH-930 (NAVEGAON) TO VIRKHAL TOLA ROAD 375 MDR-117 (MRL-04) TO SINGAPUR ROAD 376 MDR-29 (TR-09) TO RAJOLI CHAK ROAD 377 MDR-29 (GEORA Bk) TO BORMALA ROAD 378 MDR-29 (ANTARGAON) TO GAYDONGRI ROAD 379 SH-322 (LADBORI) TO MSH-09 ROAD, 380 SH-322 (ANTARGAON) TO NANDGAON ROAD 381 SH-322 (BHUJ) TO MDR-29 (MUDZA) ROAD

Key Value

Document Fees
INR 29500 /-
EMD
INR 2096000.0 /-
Tender Value
INR 41.91 Crore /-
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