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| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bush, shrubs, saplings and trees of girth upto 300mm, removal of stumps, disposal of unserviceable material and stacking of serviceable material upto 1000 m from road boundry as per MoRTH Specification : 201 By Mechanical Means In area of light jungle |
| 2 | AR Bailari To Krishi Vigyan Kendra Km 0/00 To Km 1/200 |
| 3 | AR To Sabora, Krwara Km 0/00 To 3/00 |
| 4 | AR Depot Road To Kasoda Seh Baben |
| 5 | AR Rithothi To Dhansothi Km 0/00 To 1/200 |
| 6 | AR Saint Korer Road To Karenua 0/00To 0/300 |
| 7 | AR To Rundh Sakitra 0/00 To 1/100 |
| 8 | CSW on Kumha TO Gadhera Road |
| 9 | Astawan Birharu Pachora Sabora Road 300 meter |
| 10 | Burawai To Nagala Bhagaiya Km 0/00 To 1/500 |
| 11 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead as per Technical Specification Clause 301.5_____do___________ with lead upto - 50mtr |
| 12 | AR Saint Korer Road To Karenua 0/00To 0/300 |
| 13 | CSW on Kumha TO Gadhera Road |
| 14 | Astawan Birharu Pachora Sabora Road 300 meter |
| 15 | Earth work in excavation including stacking/ disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth (MoRTH specification Clause 301 to 305). Mechanically by power shovel including mechanical loading and carriage upto 1 km by tripper/dumper |
| 16 | AR To Sabora, Krwara Km 0/00 To 3/00 |
| 17 | AR Depot Road To Kasoda Seh Baben |
| 18 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead as per Technical Specification Clause 301.5_____do___________ with lead upto - 50mtr |
| 19 | AR Bailari To Krishi Vigyan Kendra Km 0/00 To Km 1/200 |
| 20 | AR To Sabora, Krwara Km 0/00 To 3/00 |
| 21 | AR Depot Road To Kasoda Seh Baben |
| 22 | AR Rithothi To Dhansothi Km 0/00 To 1/200 |
| 23 | AR To Rundh Sakitra 0/00 To 1/100 |
| 24 | Burawai To Nagala Bhagaiya Km 0/00 To 1/500 |
| 25 | Providing, laying, spreading and compacting specified graded sand, gravel as per Table 400-1,400-2 or any other coarse material as per design mix, as per CBR in sub base course including premixing the material at OMC in mechanical mixer(Pug mill), carriage of mixed material spreading in uniform layers with motor grader, F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labour, machinery, lighting, guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401] by mechanical means with all lead. |
| 26 | AR Bailari To Krishi Vigyan Kendra Km 0/00 To Km 1/200 |
| 27 | AR To Sabora, Krwara Km 0/00 To 3/00 |
| 28 | AR Depot Road To Kasoda Seh Baben |
| 29 | AR Rithothi To Dhansothi Km 0/00 To 1/200 |
| 30 | AR Saint Korer Road To Karenua 0/00To 0/300 |
| 31 | AR To Rundh Sakitra 0/00 To 1/100 |
| 32 | CSW on Kumha TO Gadhera Road |
| 33 | Astawan Birharu Pachora Sabora Road 300 meter |
| 34 | Burawai To Nagala Bhagaiya Km 0/00 To 1/500 |
| 35 | Scarifying, including picking up scarified material and stacking of old serviceable material with in a lead of 100 metres [MoRTH specification: Clause 501]. Top bituminous surface of surface dressing or premix carpet with all lift and lead upto 1000m for reusable materials. |
| 36 | AR Bailari To Krishi Vigyan Kendra Km 0/00 To Km 1/200 |
| 37 | AR Depot Road To Kasoda Seh Baben |
| 38 | AR Rithothi To Dhansothi Km 0/00 To 1/200 |
| 39 | AR To Rundh Sakitra 0/00 To 1/100 |
| 40 | Burawai To Nagala Bhagaiya Km 0/00 To 1/500 |
| 41 | Providing, laying, spreadingand compactingstone aggregate of specific size as per table400-6 &400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of Stone screeningto fill-up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthenbund toprotect edegs,lighting, guarding,barricading and maintenance of diversion etc. [MoRTH specification:Clause 404] (bymanualmeans) with all leads (compacted thickness as specified to be measured) Grading no.2 (63-45 mm) crusher broken |
| 42 | AR Bailari To Krishi Vigyan Kendra Km 0/00 To Km 1/200 |
| 43 | AR To Sabora, Krwara Km 0/00 To 3/00 |
| 44 | AR Depot Road To Kasoda Seh Baben |
| 45 | AR Rithothi To Dhansothi Km 0/00 To 1/200 |
| 46 | AR To Rundh Sakitra 0/00 To 1/100 |
| 47 | Burawai To Nagala Bhagaiya Km 0/00 To 1/500 |
| 48 | Providing, laying, spreadingand compactingstone aggregate of specific size as per table400-6 &400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of Stone screeningto fill-up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthenbund toprotect edegs,lighting, guarding,barricading and maintenance of diversion etc. [MoRTH specification:Clause 404] (bymanualmeans) with all leads (compacted thickness as specified to be measured) Grading no.3 (53-22.4 mm) crusher broken |
| 49 | AR Bailari To Krishi Vigyan Kendra Km 0/00 To Km 1/200 |
| 50 | AR To Sabora, Krwara Km 0/00 To 3/00 |
| 51 | AR Depot Road To Kasoda Seh Baben |
| 52 | AR Rithothi To Dhansothi Km 0/00 To 1/200 |
| 53 | AR To Rundh Sakitra 0/00 To 1/100 |
| 54 | Burawai To Nagala Bhagaiya Km 0/00 To 1/500 |
| 55 | Providing and applying primer coat over prepared surface or granular base with bitumen emulsion as per IS: 8887 & manufacturer’s specifications @ 7.5 kg /10 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 CIause- 502,112 |
| 56 | AR Bailari To Krishi Vigyan Kendra Km 0/00 To Km 1/200 |
| 57 | AR To Sabora, Krwara Km 0/00 To 3/00 |
| 58 | AR Depot Road To Kasoda Seh Baben |
| 59 | AR Rithothi To Dhansothi Km 0/00 To 1/200 |
| 60 | AR To Rundh Sakitra 0/00 To 1/100 |
| 61 | Burawai To Nagala Bhagaiya Km 0/00 To 1/500 |
| 62 | Providing and applying tack coat with bitumen emulsion on the prepared surface including cleaning as per IS : 8887 & manufacturer’s specifications @ 2.75 kg /10sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI.503,112 |
| 63 | AR Bailari To Krishi Vigyan Kendra Km 0/00 To Km 1/200 |
| 64 | AR To Sabora, Krwara Km 0/00 To 3/00 |
| 65 | AR Depot Road To Kasoda Seh Baben |
| 66 | AR Rithothi To Dhansothi Km 0/00 To 1/200 |
| 67 | AR To Rundh Sakitra 0/00 To 1/100 |
| 68 | Burawai To Nagala Bhagaiya Km 0/00 To 1/500 |
| 69 | Providing andlayingopengraded premix carpet 20 mm thick (compacted) on prepared surface in a single course as wearing course, aggregates as per Table 500-23, heating bituminous binder @ 14.6 Kg/10 Sqm. and aggregates in Hot Mix Plant (including cost of antistripping 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 and seal coat with lead for mix of material 1 km. (MoRTH Specification : Clause 511,112) with all lead In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E loader. with bitumen grade 60/70 |
| 70 | AR Bailari To Krishi Vigyan Kendra Km 0/00 To Km 1/200 |
| 71 | AR To Sabora, Krwara Km 0/00 To 3/00 |
| 72 | AR Depot Road To Kasoda Seh Baben |
| 73 | AR Rithothi To Dhansothi Km 0/00 To 1/200 |
| 74 | AR To Rundh Sakitra 0/00 To 1/100 |
| 75 | Burawai To Nagala Bhagaiya Km 0/00 To 1/500 |
| 76 | 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 antistripping compound, wherever required)inmini hot mix plant 6-10 TPH and laying and rolling with power roller 8-10 tonne including all lead of mix material [MORTH Specification : Clause 513] with all lead with bitumen grade 60/70 |
| 77 | AR Bailari To Krishi Vigyan Kendra Km 0/00 To Km 1/200 |
| 78 | AR To Sabora, Krwara Km 0/00 To 3/00 |
| 79 | AR Depot Road To Kasoda Seh Baben |
| 80 | AR Rithothi To Dhansothi Km 0/00 To 1/200 |
| 81 | AR To Rundh Sakitra 0/00 To 1/100 |
| 82 | Burawai To Nagala Bhagaiya Km 0/00 To 1/500 |
| 83 | S & F in position precast R.C.C. stone (M-15 mix) of standard IRC design including finishing in cement sand mortar 1:3, painting with enamel paint, printing letters and numerals etc. complete (MoRTH specifications clause : 800) |
| 84 | Ordinary Kilometer Stone |
| 85 | AR Bailari To Krishi Vigyan Kendra Km 0/00 To Km 1/200 |
| 86 | AR To Sabora, Krwara Km 0/00 To 3/00 |
| 87 | AR Depot Road To Kasoda Seh Baben |
| 88 | AR Rithothi To Dhansothi Km 0/00 To 1/200 |
| 89 | AR Saint Korer Road To Karenua 0/00To 0/300 |
| 90 | AR To Rundh Sakitra 0/00 To 1/100 |
| 91 | Burawai To Nagala Bhagaiya Km 0/00 To 1/500 |
| 92 | 200m stone |
| 93 | AR Bailari To Krishi Vigyan Kendra Km 0/00 To Km 1/200 |
| 94 | AR To Sabora, Krwara Km 0/00 To 3/00 |
| 95 | AR Depot Road To Kasoda Seh Baben |
| 96 | AR Rithothi To Dhansothi Km 0/00 To 1/200 |
| 97 | AR Saint Korer Road To Karenua 0/00To 0/300 |
| 98 | AR To Rundh Sakitra 0/00 To 1/100 |
| 99 | Burawai To Nagala Bhagaiya Km 0/00 To 1/500 |
| 100 | P& F Mukhya Mantri Sadak Yojana logo for roads funded by State road fund having M.S. Definition plate of 1.6mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. The size of definition plate shall be 1500x600mm and embedding the posts by M-15 mix C.C. block 300x300x600 mm including lettering / writing and painting etc. complete in all respect |
| 101 | AR Bailari To Krishi Vigyan Kendra Km 0/00 To Km 1/200 |
| 102 | AR To Sabora, Krwara Km 0/00 To 3/00 |
| 103 | AR Depot Road To Kasoda Seh Baben |
| 104 | AR Rithothi To Dhansothi Km 0/00 To 1/200 |
| 105 | AR Saint Korer Road To Karenua 0/00To 0/300 |
| 106 | AR To Rundh Sakitra 0/00 To 1/100 |
| 107 | Astawan Birharu Pachora Sabora Road 300 meter |
| 108 | Burawai To Nagala Bhagaiya Km 0/00 To 1/500 |
| 109 | Providing and Erecting typical citizens information Board as per approved drawing & specifications of MoRD, made of two MS sheet of 1.6 mm thick each of size 900 mm x 750 mm stiffened by angel iron 25 mm x 25 mm x 3 mm all around the plate and plates fixed on frame of 75 mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900 mm) to be joined by 5 mm thick MS plate at 12 places (65 mm x 50 mm) duly embedded in cement concrete M-15 grade of block of 600 mm x 600 mm x 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. |
| 110 | AR Bailari To Krishi Vigyan Kendra Km 0/00 To Km 1/200 |
| 111 | AR To Sabora, Krwara Km 0/00 To 3/00 |
| 112 | AR Depot Road To Kasoda Seh Baben |
| 113 | AR Rithothi To Dhansothi Km 0/00 To 1/200 |
| 114 | AR Saint Korer Road To Karenua 0/00To 0/300 |
| 115 | AR To Rundh Sakitra 0/00 To 1/100 |
| 116 | Astawan Birharu Pachora Sabora Road 300 meter |
| 117 | Burawai To Nagala Bhagaiya Km 0/00 To 1/500 |
| 118 | Supply of direction and place identification sign boards made out of 2mm thick sheet framed to angle iron 40 x 40 x 5 mm and two vertical posts of angle size 65 x 65 x 6 mm, 3 m long with hold fasts, stove enamelled paint and reflective letters,numerals,symbols etc. complete of size : 1200 x 750 mm |
| 119 | AR Bailari To Krishi Vigyan Kendra Km 0/00 To Km 1/200 |
| 120 | AR To Sabora, Krwara Km 0/00 To 3/00 |
| 121 | AR Depot Road To Kasoda Seh Baben |
| 122 | AR Rithothi To Dhansothi Km 0/00 To 1/200 |
| 123 | AR Saint Korer Road To Karenua 0/00To 0/300 |
| 124 | AR To Rundh Sakitra 0/00 To 1/100 |
| 125 | Astawan Birharu Pachora Sabora Road 300 meter |
| 126 | Burawai To Nagala Bhagaiya Km 0/00 To 1/500 |
| 127 | Construction of un-reinforced, without dowel bar, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 M30 (Grade), Coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholves, rakes, compacted using needle, screed and plate vibrators and finished in continous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days, using curing compound and water finishing to lines and grade as per drawing and MoRD specification clause 1501 including vaccum dewatering process with all required equipments.Cement concrete M-30 grade |
| 128 | AR To Sabora, Krwara Km 0/00 To 3/00 |
| 129 | AR Depot Road To Kasoda Seh Baben |
| 130 | AR Rithothi To Dhansothi Km 0/00 To 1/200 |
| 131 | AR Saint Korer Road To Karenua 0/00To 0/300 |
| 132 | AR To Rundh Sakitra 0/00 To 1/100 |
| 133 | CSW on Kumha TO Gadhera Road |
| 134 | Astawan Birharu Pachora Sabora Road 300 meter |
| 135 | Burawai To Nagala Bhagaiya Km 0/00 To 1/500 |
| 136 | Construction of Pedestal of size 5.50\" x 5.50\" x 1.25\" in stone masonary in CM 1:6 as per design and drawing complete with 25 mm thick plaster in CM 1:4 plaster and weather coat paint |
| 137 | AR Bailari To Krishi Vigyan Kendra Km 0/00 To Km 1/200 |
| 138 | AR To Sabora, Krwara Km 0/00 To 3/00 |
| 139 | AR Depot Road To Kasoda Seh Baben |
| 140 | AR Rithothi To Dhansothi Km 0/00 To 1/200 |
| 141 | AR Saint Korer Road To Karenua 0/00To 0/300 |
| 142 | AR To Rundh Sakitra 0/00 To 1/100 |
| 143 | Astawan Birharu Pachora Sabora Road 300 meter |
| 144 | Burawai To Nagala Bhagaiya Km 0/00 To 1/500 |
| 145 | Supply & Fixing of one side polished Black granite stone 20 mm thick of size 3\" x 2\" with engraved and gold colour painted letter ( upto 200 letter) & border as per direction of engineer in charge on existing pedestals including transportation |
| 146 | AR Bailari To Krishi Vigyan Kendra Km 0/00 To Km 1/200 |
| 147 | AR To Sabora, Krwara Km 0/00 To 3/00 |
| 148 | AR Depot Road To Kasoda Seh Baben |
| 149 | AR Saint Korer Road To Karenua 0/00To 0/300 |
| 150 | Astawan Birharu Pachora Sabora Road 300 meter |
| 151 | Supply & Fixing of PVC Spreed Breaker of Size 350 x 250 x 50mm in Black/Yello colour with corrugated design on it, make Road Star GP 1005/Dark Eye DA1005 or equivalent, including fixing base on road with cement, grit, sand, epoxy and with four nails at corners complete in all respect. |
| 152 | AR Bailari To Krishi Vigyan Kendra Km 0/00 To Km 1/200 |
| 153 | AR Depot Road To Kasoda Seh Baben |
| 154 | AR Rithothi To Dhansothi Km 0/00 To 1/200 |
| 155 | AR To Rundh Sakitra 0/00 To 1/100 |
| 156 | Burawai To Nagala Bhagaiya Km 0/00 To 1/500 |
| 157 | Providing and laying of hot applied thermo plastic compound inclusive of type-1 reflectorising glass beads as per table 800.3, 800.4 applied in uniform thickness of at least 2.5 mm and spread uniformlywith reflectorising glass beads type-2 in addition @ 250 gm/scm with a road marking machine as per IRC : 35 complete with traffic diversion arrangement as per MoRTH specification clause 803.4. |
| 158 | AR Bailari To Krishi Vigyan Kendra Km 0/00 To Km 1/200 |
| 159 | AR Depot Road To Kasoda Seh Baben |
| 160 | AR Rithothi To Dhansothi Km 0/00 To 1/200 |
| 161 | Providingandlaying WBM Patching usingcrusher broken aggregate including preparationofpot hole, scarifying and re-shapingtotherequired grade and camber, asper the standard specifications, spreading of material, consolidation with mechanic |
| 162 | AR Bailari To Krishi Vigyan Kendra Km 0/00 To Km 1/200 |
| 163 | AR To Sabora, Krwara Km 0/00 To 3/00 |
| 164 | AR Rithothi To Dhansothi Km 0/00 To 1/200 |
| 165 | Burawai To Nagala Bhagaiya Km 0/00 To 1/500 |
| 166 | Providing, laying & fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement moratar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per MoRTH Specfication : Clause : 1000 & 2900 NP - 3300 mm dia |
| 167 | AR To Sabora, Krwara Km 0/00 To 3/00 |
| 168 | Providing, laying & fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement moratar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per MoRTH Specfication : Clause : 1000 & 2900 NP - 3600 mm dia |
| 169 | AR Depot Road To Kasoda Seh Baben |
| 170 | Earth work in excavation for foundation of structurecompletewith all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305 Depth upto 3 metre |
| 171 | AR To Sabora, Krwara Km 0/00 To 3/00 |
| 172 | AR Depot Road To Kasoda Seh Baben |
| 173 | CSW on Kumha TO Gadhera Road |
| 174 | ProvidingandlayingPlaincement concrete mix with stone aggregate 20 mm nominal size mechnicallymixedandvibrated in foundationup toadepthof1.50 metresbelow ground leveland/or1.50 metres aboveground/bed level as per MoRTH specification : clause 1000 & 1700. with all lead P.C.C. grade M-15 in foundation & plinth upto 1.5 mtr. from ground level |
| 175 | AR To Sabora, Krwara Km 0/00 To 3/00 |
| 176 | AR Depot Road To Kasoda Seh Baben |
| 177 | CSW on Kumha TO Gadhera Road |
| 178 | Stone masonry work in cement mortarwith mechanical mixer for foundation (any level) complete including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1400 In CM 1:4 Random rubble masonry |
| 179 | AR To Sabora, Krwara Km 0/00 To 3/00 |
| 180 | AR Depot Road To Kasoda Seh Baben |
| 181 | CSW on Kumha TO Gadhera Road |
| 182 | Providing&fixingprecastcementconcretecoping1:2:4mix50mmthickcompleteas per specification : 50 mm thick |
| 183 | AR To Sabora, Krwara Km 0/00 To 3/00 |
| 184 | AR Depot Road To Kasoda Seh Baben |
| 185 | CSW on Kumha TO Gadhera Road |
| 186 | Raised and Cut Pointing on stone work in CM 1:2 (1 Cement : 2 Sand ) |
| 187 | AR To Sabora, Krwara Km 0/00 To 3/00 |
| 188 | AR Depot Road To Kasoda Seh Baben |
| 189 | Protection Wall On AR Astawn Birharu Road To Hingoli |
| 190 | Protection Wall On Astawan Maharawar Road At Km. 0/750 |
| 191 | Protection Wall On Gangroli Bhatawli Road |
| 192 | CSW on Kumha TO Gadhera Road |
| 193 | Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soil. |
| 194 | Protection Wall On Astawan Maharawar Road At Km. 0/750 |
| 195 | Protection Wall On Gangroli Bhatawli Road |
| 196 | Protection Wall On AR Astawn Birharu Road To Hingoli |
| 197 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.M10 grade Nominal Mix (with graded stone aggregate 20mm nominal size). |
| 198 | Protection Wall On Astawan Maharawar Road At Km. 0/750 |
| 199 | Protection Wall On Gangroli Bhatawli Road |
| 200 | Protection Wall On AR Astawn Birharu Road To Hingoli |
| 201 | Random Rubble stone masonry for foundation and plinth in Cement Sand mortar above 30CM thick wall in: Cement :Mortat 1:6 |
| 202 | Protection Wall On Astawan Maharawar Road At Km. 0/750 |
| 203 | Protection Wall On Gangroli Bhatawli Road |
| 204 | Protection Wall On AR Astawn Birharu Road To Hingoli |
| 205 | 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 as per MoRTH Specification : Clause : 304 Sandy material |
| 206 | Protection Wall On Astawan Maharawar Road At Km. 0/750 |
| 207 | Protection Wall On Gangroli Bhatawli Road |
| 208 | Protection Wall On AR Astawn Birharu Road To Hingoli |
| 209 | Providing&fixingprecastcementconcretecoping1:2:4mix50mmthickcompleteas per specification :100mm thick ( 40+12) |
| 210 | Protection Wall On Astawan Maharawar Road At Km. 0/750 |
| 211 | Protection Wall On Gangroli Bhatawli Road |
| 212 | Protection Wall On AR Astawn Birharu Road To Hingoli |
