|
| 1 | PART-A :-ROAD WORKS |
| 2 | Clearing grass and removal of rubbish (maximum 150 mm) upto a distance of 100 mtrs. outside the periphery of the area cleared-by manual means. |
| 3 | Karauli-Kailadevi Road to Kohari |
| 4 | A/R Ladiya to Bar Kothi Munda |
| 5 | A/R to Harisinghpura |
| 6 | A/R to Tontpura |
| 7 | A/R Golabpura to Tontpura |
| 8 | Alampur to Langda Pura |
| 9 | A/R to Pator Sastri |
| 10 | Kurgaon-Kailadevi Road to Manoharpura |
| 11 | A/R to Manoharpura |
| 12 | 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 upto 1000 m as per Technical Specification Clause 301.5. _do__ with lead50 mtr to 500 mtr |
| 13 | Karauli-Kailadevi Road to Kohari |
| 14 | A/R Ladiya to Bar Kothi Munda |
| 15 | A/R to Harisinghpura |
| 16 | A/R to Tontpura |
| 17 | A/R Golabpura to Tontpura |
| 18 | Alampur to Langda Pura |
| 19 | A/R to Pator Sastri |
| 20 | Kurgaon-Kailadevi Road to Manoharpura |
| 21 | A/R to Manoharpura |
| 22 | Providing and laying granular sub-base material having P.I.not more than 6, including compacted thickness and consolidation by 8-10 tonne power roller at OMC to achieve desired density to required camber and grade including cost of water and hire charges of machinery, including T&P and all lead of material from quarry (compacted thickness to be measured). Grading as per MoRTH specification : Table 400-1,400-2 with CBR value not less than 25. To achieve 100% Proctor density |
| 23 | Karauli-Kailadevi Road to Kohari |
| 24 | A/R Ladiya to Bar Kothi Munda |
| 25 | A/R to Harisinghpura |
| 26 | A/R to Tontpura |
| 27 | A/R Golabpura to Tontpura |
| 28 | Alampur to Langda Pura |
| 29 | A/R to Pator Sastri |
| 30 | Kurgaon-Kailadevi Road to Manoharpura |
| 31 | A/R to Manoharpura |
| 32 | 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 (63-45mm) crusher broken |
| 33 | Karauli-Kailadevi Road to Kohari |
| 34 | A/R Ladiya to Bar Kothi Munda |
| 35 | A/R to Harisinghpura |
| 36 | A/R to Tontpura |
| 37 | A/R Golabpura to Tontpura |
| 38 | Alampur to Langda Pura |
| 39 | A/R to Pator Sastri |
| 40 | Kurgaon-Kailadevi Road to Manoharpura |
| 41 | A/R to Manoharpura |
| 42 | 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 |
| 43 | A/R Ladiya to Bar Kothi Munda |
| 44 | A/R to Harisinghpura |
| 45 | A/R to Tontpura |
| 46 | A/R Golabpura to Tontpura |
| 47 | Alampur to Langda Pura |
| 48 | A/R to Pator Sastri |
| 49 | Kurgaon-Kailadevi Road to Manoharpura |
| 50 | A/R to Manoharpura |
| 51 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 metres, scaking serviceable and unserviceable materials separately as per MoRTH specification claue : 202. By Mechanical Means, Bituminous courses |
| 52 | A/R Ladiya to Bar Kothi Munda |
| 53 | A/R to Harisinghpura |
| 54 | A/R to Tontpura |
| 55 | A/R Golabpura to Tontpura |
| 56 | Alampur to Langda Pura |
| 57 | A/R to Pator Sastri |
| 58 | Providing and applying primer coat over prepared surface or granular base with bitumen emulsion as per IS: 8887 & manufacturer’s specifications @ 6 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. Add extra to above item per 1 Kg Extra in Emulsion per 10 Sqm 8.50 Kg/10 Sqm |
| 59 | A/R Ladiya to Bar Kothi Munda |
| 60 | A/R to Harisinghpura |
| 61 | A/R to Tontpura |
| 62 | A/R Golabpura to Tontpura |
| 63 | Alampur to Langda Pura |
| 64 | A/R to Pator Sastri |
| 65 | Kurgaon-Kailadevi Road to Manoharpura |
| 66 | A/R to Manoharpura |
| 67 | Providing and applying tack coat with bitumen emulsion on the prepared surface including cleaning as per IS : 8887 & manufacturer’s specifications @ 2 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. Add extra to above item per 2.75 Kg extra in emulsion per 10 sqm |
| 68 | A/R Ladiya to Bar Kothi Munda |
| 69 | A/R to Harisinghpura |
| 70 | A/R to Tontpura |
| 71 | A/R Golabpura to Tontpura |
| 72 | Alampur to Langda Pura |
| 73 | A/R to Pator Sastri |
| 74 | Kurgaon-Kailadevi Road to Manoharpura |
| 75 | A/R to Manoharpura |
| 76 | Providing and applying tack coat with bitumen emulsion on the prepared surface including cleaning as per IS : 8887 & manufacturer’s specifications @ 2 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. Add extra to above item per 2.25 Kg extra in emulsion per 10 sqm |
| 77 | A/R to Tontpura |
| 78 | A/R Golabpura to Tontpura |
| 79 | Alampur to Langda Pura |
| 80 | A/R to Pator Sastri |
| 81 | Kurgaon-Kailadevi Road to Manoharpura |
| 82 | 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 VG-30 |
| 83 | A/R Ladiya to Bar Kothi Munda |
| 84 | A/R to Harisinghpura |
| 85 | A/R to Tontpura |
| 86 | A/R Golabpura to Tontpura |
| 87 | Alampur to Langda Pura |
| 88 | A/R to Pator Sastri |
| 89 | Kurgaon-Kailadevi Road to Manoharpura |
| 90 | A/R to Manoharpura |
| 91 | 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. (b) with bitumen grade VG 30 |
| 92 | A/R Ladiya to Bar Kothi Munda |
| 93 | A/R to Harisinghpura |
| 94 | A/R to Tontpura |
| 95 | A/R Golabpura to Tontpura |
| 96 | Alampur to Langda Pura |
| 97 | A/R to Pator Sastri |
| 98 | Kurgaon-Kailadevi Road to Manoharpura |
| 99 | A/R to Manoharpura |
| 100 | Construction ofun-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 602.2.2 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 shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compoundand water finishing to lines and grade as per drawingand MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments |
| 101 | Karauli-Kailadevi Road to Kohari |
| 102 | A/R Ladiya to Bar Kothi Munda |
| 103 | A/R to Harisinghpura |
| 104 | A/R to Tontpura |
| 105 | A/R Golabpura to Tontpura |
| 106 | Alampur to Langda Pura |
| 107 | A/R to Pator Sastri |
| 108 | Kurgaon-Kailadevi Road to Manoharpura |
| 109 | A/R to Manoharpura |
| 110 | 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 |
| 111 | Karauli-Kailadevi Road to Kohari |
| 112 | A/R Ladiya to Bar Kothi Munda |
| 113 | A/R to Harisinghpura |
| 114 | A/R to Tontpura |
| 115 | A/R Golabpura to Tontpura |
| 116 | Alampur to Langda Pura |
| 117 | A/R to Pator Sastri |
| 118 | Kurgaon-Kailadevi Road to Manoharpura |
| 119 | A/R to Manoharpura |
| 120 | Supply of Village Name Board size 600 x 900 mm made out of 1.25mm thick M.S. sheet duly framed with 30 mm ODMS tube tightened with M.S. flat 12 x 3 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. |
| 121 | Karauli-Kailadevi Road to Kohari |
| 122 | A/R Ladiya to Bar Kothi Munda |
| 123 | A/R to Harisinghpura |
| 124 | A/R to Tontpura |
| 125 | A/R Golabpura to Tontpura |
| 126 | Alampur to Langda Pura |
| 127 | A/R to Pator Sastri |
| 128 | Kurgaon-Kailadevi Road to Manoharpura |
| 129 | A/R to Manoharpura |
| 130 | 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 : 900 x 600 mm |
| 131 | Karauli-Kailadevi Road to Kohari |
| 132 | A/R Ladiya to Bar Kothi Munda |
| 133 | A/R to Harisinghpura |
| 134 | A/R to Tontpura |
| 135 | A/R Golabpura to Tontpura |
| 136 | Alampur to Langda Pura |
| 137 | A/R to Pator Sastri |
| 138 | Kurgaon-Kailadevi Road to Manoharpura |
| 139 | A/R to Manoharpura |
| 140 | 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). Ordinary km stone for NH |
| 141 | Karauli-Kailadevi Road to Kohari |
| 142 | A/R Ladiya to Bar Kothi Munda |
| 143 | A/R to Harisinghpura |
| 144 | A/R to Tontpura |
| 145 | A/R Golabpura to Tontpura |
| 146 | Alampur to Langda Pura |
| 147 | A/R to Pator Sastri |
| 148 | Kurgaon-Kailadevi Road to Manoharpura |
| 149 | A/R to Manoharpura |
| 150 | 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). 200 m stone |
| 151 | Karauli-Kailadevi Road to Kohari |
| 152 | A/R Ladiya to Bar Kothi Munda |
| 153 | A/R to Harisinghpura |
| 154 | A/R to Tontpura |
| 155 | A/R Golabpura to Tontpura |
| 156 | Alampur to Langda Pura |
| 157 | A/R to Pator Sastri |
| 158 | Kurgaon-Kailadevi Road to Manoharpura |
| 159 | A/R to Manoharpura |
| 160 | PART-C :-HP Culvert 2x1000mm Dia |
| 161 | Earthwork in excavation in foundation trenches etc. not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil 3m. Clear from the edge of excavation and subsequent filling around hume pipes/masonry in 15cm layers with compaction including disposal of all surplus soil as directed within a lead of 1000 metres.[MoRTH Specification : Clause 301,304]. Ordinary Soil |
| 162 | Karauli-Kailadevi Road to Kohari |
| 163 | Providing and laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5 metres below ground level and 1.50 metres above Ground/Bed level as per MoRTH Specification : Clause 1000 & 1700. P.C.C. 1:3:6 mix with crushed stone aggregate 20 mm nominal size. |
| 164 | Karauli-Kailadevi Road to Kohari |
| 165 | Providing and laying stone masonry work in cement mortar with 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. Random rubble masonry, in cement mortar 1:4 |
| 166 | Karauli-Kailadevi Road to Kohari |
| 167 | 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 - 3 (Double Row), 1000mm dia |
| 168 | Karauli-Kailadevi Road to Kohari |
| 169 | Providing Cement plaster 12mm thick in cement mortar 1:3 at all levels as per MoRTH Specfication: Clause:1000 & 1300 |
| 170 | Karauli-Kailadevi Road to Kohari |
| 171 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6. 75 mm thick |
| 172 | Karauli-Kailadevi Road to Kohari |
| 173 | PART-C :- Flush Causeway |
| 174 | Earthwork in excavation in foundation trenches etc. not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil 3m. Clear from the edge of excavation and subsequent filling around hume pipes/masonry in 15cm layers with compaction including disposal of all surplus soil as directed within a lead of 1000 metres.[MoRTH Specification : Clause 301,304]. Ordinary Soil |
| 175 | A/R Golabpura to Tontpura |
| 176 | Providing and laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5 metres below ground level and 1.50 metres above Ground/Bed level as per MoRTH Specification : Clause 1000 & 1700. P.C.C. 1:3:6 mix with crushed stone aggregate 20 mm nominal size. |
| 177 | A/R Golabpura to Tontpura |
| 178 | Providing and laying stone masonry work in cement mortar with 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. Random rubble masonry, in cement mortar 1:4 |
| 179 | A/R Golabpura to Tontpura |
| 180 | Providing and laying granular sub-base material having P.I.not more than 6, including compacted thickness and consolidation by 8-10 tonne power roller at OMC to achieve desired density to required camber and grade including cost of water and hire charges of machinery, including T&P and all lead of material from quarry (compacted thickness to be measured). Grading as per MoRTH specification : Table 400-1,400-2 with CBR value not less than 25. To achieve 100% Proctor density |
| 181 | A/R Golabpura to Tontpura |
| 182 | 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 (63-45mm) crusher broken |
| 183 | A/R Golabpura to Tontpura |
| 184 | Providing Cement plaster 12mm thick in cement mortar 1:3 at all levels as per MoRTH Specfication: Clause:1000 & 1300 |
| 185 | A/R Golabpura to Tontpura |
| 186 | Construction ofun-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 602.2.2 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 shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compoundand water finishing to lines and grade as per drawingand MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments |
| 187 | A/R Golabpura to Tontpura |
| 188 | PART-D :-Protection Wall |
| 189 | Earthwork in excavation in foundation trenches etc. not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil 3m. Clear from the edge of excavation and subsequent filling around hume pipes/masonry in 15cm layers with compaction including disposal of all surplus soil as directed within a lead of 1000 metres.[MoRTH Specification : Clause 301,304]. Ordinary Soil |
| 190 | Karauli-Kailadevi Road to Kohari |
| 191 | A/R Ladiya to Bar Kothi Munda |
| 192 | A/R to Harisinghpura |
| 193 | A/R to Tontpura |
| 194 | A/R Golabpura to Tontpura |
| 195 | Alampur to Langda Pura |
| 196 | A/R to Pator Sastri |
| 197 | Kurgaon-Kailadevi Road to Manoharpura |
| 198 | A/R to Manoharpura |
| 199 | Providing and laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5 metres below ground level and 1.50 metres above Ground/Bed level as per MoRTH Specification : Clause 1000 & 1700. P.C.C. 1:3:6 mix with crushed stone aggregate 20 mm nominal size. |
| 200 | Karauli-Kailadevi Road to Kohari |
| 201 | A/R Ladiya to Bar Kothi Munda |
| 202 | A/R to Harisinghpura |
| 203 | A/R to Tontpura |
| 204 | A/R Golabpura to Tontpura |
| 205 | Alampur to Langda Pura |
| 206 | A/R to Pator Sastri |
| 207 | Kurgaon-Kailadevi Road to Manoharpura |
| 208 | A/R to Manoharpura |
| 209 | Providing and laying stone masonry work in cement mortar with 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. Random rubble masonry, in cement mortar 1:4 |
| 210 | Karauli-Kailadevi Road to Kohari |
| 211 | A/R Ladiya to Bar Kothi Munda |
| 212 | A/R to Harisinghpura |
| 213 | A/R to Tontpura |
| 214 | A/R Golabpura to Tontpura |
| 215 | Alampur to Langda Pura |
| 216 | A/R to Pator Sastri |
| 217 | Kurgaon-Kailadevi Road to Manoharpura |
| 218 | A/R to Manoharpura |
| 219 | Raised and cut pointing on stone work in CM 1:2 (1 cement : 2 sand) |
| 220 | Karauli-Kailadevi Road to Kohari |
| 221 | A/R Ladiya to Bar Kothi Munda |
| 222 | A/R to Harisinghpura |
| 223 | A/R to Tontpura |
| 224 | A/R Golabpura to Tontpura |
| 225 | Alampur to Langda Pura |
| 226 | A/R to Pator Sastri |
| 227 | Kurgaon-Kailadevi Road to Manoharpura |
| 228 | A/R to Manoharpura |
| 229 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6. 75 mm thick |
| 230 | Karauli-Kailadevi Road to Kohari |
| 231 | A/R Ladiya to Bar Kothi Munda |
| 232 | A/R to Harisinghpura |
| 233 | A/R to Tontpura |
| 234 | A/R Golabpura to Tontpura |
| 235 | Alampur to Langda Pura |
| 236 | A/R to Pator Sastri |
| 237 | Kurgaon-Kailadevi Road to Manoharpura |
| 238 | A/R to Manoharpura |
| 239 | PART-E :-Syphon |
| 240 | Earthwork in excavation in foundation trenches etc. not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil 3m. Clear from the edge of excavation and subsequent filling around hume pipes/masonry in 15cm layers with compaction including disposal of all surplus soil as directed within a lead of 1000 metres.[MoRTH Specification : Clause 301,304]. Ordinary Soil |
| 241 | Karauli-Kailadevi Road to Kohari |
| 242 | A/R Ladiya to Bar Kothi Munda |
| 243 | A/R to Harisinghpura |
| 244 | A/R to Tontpura |
| 245 | A/R Golabpura to Tontpura |
| 246 | Alampur to Langda Pura |
| 247 | A/R to Pator Sastri |
| 248 | Kurgaon-Kailadevi Road to Manoharpura |
| 249 | A/R to Manoharpura |
| 250 | Providing and laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5 metres below ground level and 1.50 metres above Ground/Bed level as per MoRTH Specification : Clause 1000 & 1700. P.C.C. 1:3:6 mix with crushed stone aggregate 20 mm nominal size. |
| 251 | Karauli-Kailadevi Road to Kohari |
| 252 | A/R Ladiya to Bar Kothi Munda |
| 253 | A/R to Harisinghpura |
| 254 | A/R to Tontpura |
| 255 | A/R Golabpura to Tontpura |
| 256 | Alampur to Langda Pura |
| 257 | A/R to Pator Sastri |
| 258 | Kurgaon-Kailadevi Road to Manoharpura |
| 259 | A/R to Manoharpura |
| 260 | Providing and laying stone masonry work in cement mortar with 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. Random rubble masonry, in cement mortar 1:4 |
| 261 | Karauli-Kailadevi Road to Kohari |
| 262 | A/R Ladiya to Bar Kothi Munda |
| 263 | A/R to Harisinghpura |
| 264 | A/R to Tontpura |
| 265 | A/R Golabpura to Tontpura |
| 266 | Alampur to Langda Pura |
| 267 | A/R to Pator Sastri |
| 268 | Kurgaon-Kailadevi Road to Manoharpura |
| 269 | A/R to Manoharpura |
| 270 | 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 - 3 (Single Row), 300mm dia |
| 271 | Karauli-Kailadevi Road to Kohari |
| 272 | A/R Ladiya to Bar Kothi Munda |
| 273 | A/R to Harisinghpura |
| 274 | A/R to Tontpura |
| 275 | A/R Golabpura to Tontpura |
| 276 | Alampur to Langda Pura |
| 277 | A/R to Pator Sastri |
| 278 | Kurgaon-Kailadevi Road to Manoharpura |
| 279 | A/R to Manoharpura |
| 280 | Providing Cement plaster 12mm thick in cement mortar 1:3 at all levels as per MoRTH Specfication: Clause:1000 & 1300 |
| 281 | Karauli-Kailadevi Road to Kohari |
| 282 | A/R Ladiya to Bar Kothi Munda |
| 283 | A/R to Harisinghpura |
| 284 | A/R to Tontpura |
| 285 | A/R Golabpura to Tontpura |
| 286 | Alampur to Langda Pura |
| 287 | A/R to Pator Sastri |
| 288 | Kurgaon-Kailadevi Road to Manoharpura |
| 289 | A/R to Manoharpura |
| 290 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6. 75 mm thick |
| 291 | Karauli-Kailadevi Road to Kohari |
| 292 | A/R Ladiya to Bar Kothi Munda |
| 293 | A/R to Harisinghpura |
| 294 | A/R to Tontpura |
| 295 | A/R Golabpura to Tontpura |
| 296 | Alampur to Langda Pura |
| 297 | A/R to Pator Sastri |
| 298 | Kurgaon-Kailadevi Road to Manoharpura |
| 299 | A/R to Manoharpura |
