| RATES OF MATERIALS | |||||
| S.No | S.S. Item No. | Description | Unit | S S RATE FOR 2003-2004 | |
| 1 | 2 | 3 | 4 | 5 | |
| (A) STONE AND ROAD MATERIALS | |||||
| ROUGH STONE QUARRIED INCLUDING WEDGING, BREAKING,BURNING, SPLITING AND STACKING | |||||
| 89 | 22.a | For R.R Masonary Work (other than Granite, Dolomite and Trap | 1 cum | 89.00 | |
| 90 | b.I | For SS Revetment work 225 mm | 1 cum | 47.00 | |
| 91 | b.ii | For SS Revetment work 300 mm | 1 cum | 63.00 | |
| 92 | b.iii | For SS Revetment work450 mm | 1 cum | 75.00 | |
| 93 | c | Jeddy Stone above 450 mm to 600 mm | 1 cum | 104.00 | |
| 94 | d I. | Laterite for revetment 225 mm | 1 cum | 65.00 | |
| 95 | d II. | Laterite for revetment 300 mm | 1 cum | 75.00 | |
| 96 | d.iii | Granite for SS revetment 225 mm | 1 cum | 77.00 | |
| 97 | d.iv | Granite for SS revetment 300 mm | 1 cum | 90.00 | |
| Note:- Only when other granite is not available | |||||
| 98 | e | Laterite for masonry | 1 cum | 75.00 | |
| 99 | f | Cyclopean stones above 0.2 cum | 1 cum | 139.00 | |
| 100 | g | For R.R.Masonry works ( granite, dolamite and trap variety | 1 cum | 103.00 | |
| 101 | NOTE:- For items 22(a) to 22© and 22(g) add extra Rs /cum, wherever quarrying is done by blasting | 1 cum | 51.00 | ||
| COURSED RUBBLE STONE QUARRYING WEDGING, BREAKING, BURNING AND SPLITTING INCLUDING STACKING FOR SS FIRST SORT WORKS | |||||
| 102 | 23.a | Granite, dolamite and trap | 1 cum | 148.00 | |
| 103 | b | For other varieties | 1 cum | 102.00 | |
| 104 | 27 | Granite stone slabs for culverts, lintels and copings (3 faces dressed coarsed rubble masonary) | 1 cum | 943.00 | |
| 105 | NOTE: - For items 23(a), 23(b) and 27 add extra Rs. Per Cum, wherever quarrying is done by blasting | 1 cum | 51.00 | ||
| 106 | 28 | Bond stones ( 600 x 200 x 200 mm ) | each | 15.00 | |
| 107 | b | Chainage stones and Centre line stones (750x150x150xmm) | each | 20.00 | |
| 29 (a) | Kilometers stones ( 1100 x 370 x 250 mm) | each | deleted | ||
| b | 5th Kilometers stones ( 1520 x 520 x 250 mm) | each | deleted | ||
| 30 (a) | Hectometers stones ( 900 x 200 x 200 mm) | each | deleted | ||
| 108 | 31 | Demarcaration Stones ( 900 x 150 x 150 mm) | each | 31.00 | |
| 109 | 32.a | Guard Stones ( 1200 x 200 x 200 mm ) | each | 49.00 | |
| 110 | b | Guide Stones ( 800 x 150 x150 mm ) | each | 31.00 | |
| 111 | c | Carving letters and figures in stone up to 100 mm size | each | 3.10 | |
| 112 | d | Carving letters and figures in stone above 100 mm size | each | 4.10 | |
| HARD BROKEN STONE OF GRANITE, TRAP AND DOLERITE FREE FROM DUST OBTAINED BY QUARRYING, WEDGING, BREAKING, BURNING AND SPLITTING INCLUDING STACKING. | |||||
| 113 | 33.a | - do - 6mm size (SS 5) | 1 cum | 227.00 | |
| 114 | b | - do - 10mm size (SS 5) | 1 cum | 300.00 | |
| 115 | c | - do - 12mm size (SS 5) | 1 cum | 360.00 | |
| 116 | d | - do - 20mm size (SS 5) | 1 cum | 450.00 | |
| 117 | e | - do - 25mm size (SS 5) | 1 cum | 450.00 | |
| 118 | f | - do - 40mm size (SS 5) | 1 cum | 258.00 | |
| 119 | g | - do - 50mm size (SS 5) | 1 cum | 179.00 | |
| 120 | h | - do - 60mm size (SS 5) | 1 cum | 179.00 | |
| 121 | I | - do - 65mm size (SS 5) | 1 cum | 179.00 | |
| 122 | j | - do - 75mm size (SS 5) | 1 cum | 120.00 | |
| 123 | k | - do - 75 to 100mm size (SS 5) | 1 cum | 107.00 | |
| 124 | NOTE:- (1) Add extra Rs.51.00/- per cum for items 33 (a) to 33 (k) if the metal is obtained by blasting | 51.00 | |||
| 125 | (2) Add 25% extra per cum if the metal is obtained by machine crushing excluding cost of blasting. | 25% | |||
| 126 | (3) Deduct Rs.5.00 per cum if the metal or rubble is obtained from surface stone and boulders. | 5.00 | |||
| 127 | (4) Add Rs.11.00/- per cum for selection of stones and boulders from excavated spoil dumps for items 33 a to 33 k, when this addition of Rs. 11.00 per Cum is allowed deduction of Rs. 5.00 per Cum mentioned under Note (3) above should invariably be made. | 11.00 5.00 | |||
| SOFT BROKEN STONE SCREENED AND FREE FROM DUST INCLUDING STACKING | |||||
| 128 | 33.l | - do - 40 mm size ( SS 5 ) | 1 Cum | 58.00 | |
| 129 | 33.m | - do - 50 mm size ( SS 5 ) | 1 Cum | 52.00 | |
| 130 | 33.n | - do - 60 mm size ( SS 5 ) | 1 Cum | 41.00 | |
| 131 | 33.o | - do - 65 mm size ( SS 5 ) | 1 Cum | 36.00 | |
| 132 | 33.p | - do - 75 mm size ( SS 5 ) | 1 Cum | 34.00 | |
| HARD BROKEN STONE OF GRANITE TRAP DOLERITE AND DOLAMITE FREE FROM DUST OBTAINED BY QUARRYING WEDGING, BREAKING, BURNING AND SPLITTING INCLUDING STACKING (QUARTZITE AND BASALT WITH AGGREGATE IMPACT OF LESS THAN 20) | |||||
| 133 | 33a | -do- 5 mm to 7 mm size ( IRC and MORTH) | 1 cum | 227.00 | |
| 134 | b | -do- 9.5 mm to 11.2 mm size ( IRC and MORTH) | 1 cum | 300.00 | |
| 135 | c | -do- 12mm to 14 mm size ( IRC and MORTH ) | 1 cum | 360.00 | |
| 136 | d | -do- 19 mm to 22 mm size ( IRC and MORTH ) | 1 cum | 450.00 | |
| 137 | e | -do- 25 mm to 27 mm size ( IRC and MORTH ) | 1 cum | 450.00 | |
| 138 | f | -do- 40 mm to 45 mm size ( IRC and MORTH ) | 1 cum | 258.00 | |
| 139 | g | -do- 50 mm to 55 mm size ( IRC and MORTH ) | 1 cum | 179.00 | |
| 140 | h | -do- 60 mm to 63 mm size ( IRC and MORTH ) | 1 cum | 179.00 | |
| 141 | i | -do- 65 mm size ( IRC and MORTH ) | 1 cum | 179.00 | |
| 142 | j | -do- 75 mm size ( IRC and MORTH ) | 1 cum | 120.00 | |
| 143 | 1 | NOTE:- Add extra Rs.51.00 per cum for items 33 (a) to 33 (j) if the metal is obtained by blasting | 1 cum | 51.00 | |
| 144 | 2 | Add 25% extra per cum if the metal is obtained by machine crushing excluding cost of blasting. | 1 cum | 25% | |
| 145 | 3 | Deduct Rs. 5.00 per cum if the metal or rubble is obtained from surface stones and boulders | 1 cum | 5.00 | |
| 146 | 4 | Add Rs. 11.00 per cum for selection of stones and boulders from excavated soil dumps for items 33 (a) to 33 (k), when this addition of Rs. 11.00 per cum allowed deduction of Rs. 5.00 per cum mentioned under note (3) above should invariably be made | 1 cum | 11.00 | |
| HARD BROKEN STONE OTHER THAN GRANITE SUCH AS QUARTZ, QUARTZ-NAPA AND BASALT SCREENED AND FREE FROM DUST INCLUDING STACKING | |||||
| 147 | 33.q | - do - 10 mm size (SS 5) | 1 Cum | 179.00 | |
| 148 | -do- 9.5 mm to 11.2 mm size ( IRC and MORTH ) | 1 Cum | 179.00 | ||
| 149 | r | - do - 12 mm size (SS 5) | 1 Cum | 168.00 | |
| 150 | -do- 12mm to 14 mm size ( IRC and MORTH ) | 1 Cum | 168.00 | ||
| 151 | s | - do - 20 mm size (SS 5) | 1 Cum | 136.00 | |
| 152 | -do- 19 mm to 22 mm size ( IRC and MORTH ) | 1 Cum | 136.00 | ||
| 153 | t | - do - 25 mm size (SS 5) | 1 Cum | 134.00 | |
| 154 | u | - do - 40 mm size (SS 5) | 1 Cum | 79.00 | |
| 155 | -do- 40 mm to 45 mm size ( IRC and MORTH ) | 1 Cum | 79.00 | ||
| 156 | v | - do - 50 mm size (SS 5) | 1 Cum | 70.00 | |
| 157 | -do- 50 mm to 55 mm size ( IRC and MORTH ) | 1 Cum | 70.00 | ||
| 158 | 33.w | - do - 65 mm size (SS 5) | 1 Cum | 66.00 | |
| 159 | -do- 60 mm to 65 mm size ( IRC and MORTH ) | 1 Cum | 66.00 | ||
| 160 | x | - do - 75 mm size (SS 5) | 1 Cum | 55.00 | |
| 161 | - do - 75 mm size ( IRC &MORTH) | 1 Cum | 55.00 | ||
| 162 | y | - do - 75 to 100 mm size (SS 5) | 1 Cum | 43.00 | |
| 163 | - do - 75 to 100 mm ( IRC& MORTH) | 1 Cum | 43.00 | ||
| OTHER ITEMS INCLUDING STACKING | |||||
| 164 | 33.z1 | Laterite 40 to 75 mm ( ring) | 1 Cum | 50.00 | |
| 165 | z2 | kankar, hard broken kankar 40 to 75 mm ( ring ) | 1 Cum | 39.00 | |
| 166 | z3 | Soling stone of 150 mm size of granite, trap and Dolamite varieties. | 1 Cum | 50.00 | |
| 167 | NOTE:- (1) Add extra for items to 33(z3) Rs 51.00 Per cum, wherever quaring is done by blasting. (2) Wherever controlled blasting is resorted to the Chief Engineer concerned shall approve the observed data in support of SS item No. 22 a to 22 c , 22g, 23a , 23 b, 27, 33a to 33 k and 33 (z3). | 1 Cum | 51.00 | ||
| 168 | z4 | Soling stone of 150 mm size other than granite variety | 1 Cum | 35.00 | |
| 169 | z5 | Soling Stone laterite, Kankar 150mm, surface stone | 1 Cum | 21.00 | |
| 170 | z6 | Field picked metal unbroken 20 mm size | 1 Cum | 30.00 | |
| 171 | z7 | - do - 25 mm size | 1 Cum | 23.00 | |
| 172 | z8 | - do - 40 mm size | 1 Cum | 25.00 | |
| 173 | z9 | - do - 50 mm size | 1 Cum | 23.00 | |
| 174 | z10 | - do - 60 mm size | 1 Cum | 18.00 | |
| 175 | z11 | - do - 80 mm size | 1 Cum | 14.00 | |
| 176 | NOTE:- ADD Rs. 11.00 PER CUM FOR SELECTION OF STONE AND BOULDERS FROM EXCAVATED SPOIL DUMPS FOR ITEMS 33 (Q) TO 33 Z , WHEN THIS ADDITION OF Rs. 11.00 PER CUM IS ALLOWED DEDUCTION OF Rs. 5.00 PER CUM SHOULD INVARIABLY BE MADE TOWARDS THE METAL OR RUBBLE IF IT IS OBTAINED FROM SURFACE STONE AND BOULDERS. | 11.00 5.00 | |||
| 177 | 34 | Gravel including stacking | 1 Cum | 37.00 | |
| 178 | 35 | Quarry rubbish | 1 Cum | 15.00 | |
| 179 | 36.a | Sand for mortar, ceiling coat including washing screening etc., | 1 Cum | 68.00 | |
| 180 | b | Sand for filling and blindage | 1 Cum | 27.00 | |
| 181 | 37 | Clay for puddle and masonry Items 38 (a) to 39 (h) As per local prevailing rates based on compititive quotations. | 1 Cum | 18.00 | |
| (C) LIME AND CEMENT | |||||
| 182 | 40 to 41 ( c ) | As per local prevailing rates based on competitive rates. | |||
| 183 | 42 | Cement excluding cost of empty cement bags | Metric Tonne | 2400.00 | |
| NOTE: (1) The rate is material at site ( No conveyance charges to be allowed) 2)As per the rates applicable to the District. 3) Least of the (1) and (2 ) above may allowed. | |||||
| 184 | 42.a | Labour for mixing cement mortar | 1 Cum | 18.00 | |
| 185 | b | Mixing of cement mortar by machine | 1 Cum | 31.00 | |
| 186 | c | Grinding lime mortar or Surkhi mortar | 1 Cum | 55.00 | |
| 187 | d | Shell lime slaked and screened | 1 Cum | 546.00 | |
| 188 | e | White cement | 1 Kg. | 12.00 | |
| (D) MORTARS | |||||
| 189 | 43 to 45 | Items 43 to 45 | Rates have to be worked out based on standard data. | ||
| (E) METAL AND IRON WORKS | |||||
| 190 | Mild steel rods 6mm dia. | One Metric Tonne | 19500.00 | ||
| 191 | Mild steel flats | One Metric Tonne | 20000.00 | ||
| 192 | Mild Steel, Structural Steel, I.e., Angles, Channels and I sections. | One Metric Tonne | 20000.00 | ||
| 193 | High Yeild Strengh Deformed Bars | One Metric Tonne | 20500.00 | ||
| 194 | NOTE: (1) The rate are inclusive of sales tax. 2)As per the rates applicable to the District. 3) Least of the (1) and (2 ) above may allowed. | ||||
| III RATES OF WORKS | |||||
| (A) CLEARING SITE | |||||
| 195 | 1.a | Clearing heavy Jungle | 1 Sqm | 1.00 | |
| 196 | b | Clearing light Jungle | 1 Sqm | 1.00 | |
| 197 | c | Clearing Scrub Jungle | 1 Sqm | 1.00 | |
| 198 | d | Clearing Juliflora (Prosafis) jungle including up-rooting and removing of Juliflora stumps. | 1 Sqm | 2.00 | |
| 199 | 2.a.I | Cutting and removing Palmyrah trees including stacking of girth 30 to 100 cm. | Each | 18.00 | |
| 200 | ii | - do - 100 to 200 cm. | Each | 31.00 | |
| 201 | 2.b.I | Uprooting and removing Palmyrah stumps including stacking of girth 30 to 100 cm. | Each | 22.00 | |
| 202 | ii | - do - 100 to 200 cm. | Each | 34.00 | |
| 203 | 2.c.I | Cutting and removing date trees including stacking of girth 30 to 100 cm | Each | 13.00 | |
| 204 | ii | - do - 100 to 200 cm | Each | 19.00 | |
| 205 | d.I | Uprooting and removing stumps of date trees including stacking of girth 30 to 100 cm. | Each | 13.00 | |
| 206 | ii | - do - 100 to 200 cm | Each | 18.00 | |
| 207 | e I | Cutting and removing other kindof trees including stacking of girth 30 to 100 cm | Each | 18.00 | |
| 208 | ii | - do - 100 to 200 cm | Each | 28.00 | |
| 209 | iii | - do - above 200 cm | Each | 47.00 | |
| 210 | f.I | Uprooting and removing stumps of other kind of trees including stacking of girth 30 to 100 cm. | Each | 13.00 | |
| 211 | ii | - do - 100 to 200 cm | Each | 19.00 | |
| 212 | iii | - do - above 200 cm | Each | 26.00 | |
| 213 | 3.a | Uprooting and clearing prickly pear jungle | 1 Sq.m | 1.00 | |
| 214 | b | - do - under 2.5 meters height including burning and burrying as directed. | 1 Sq.m | 1.50 | |
| 215 | c | - do - over 2.5 meters height including burning and burrying with an initital lead of conveyance | 1 Sq.m | 2.00 | |
| 216 | 4.a | Removing of natchu, goobi, thooti etc., from drains, channels including clearance if not more than 1 metre depth of water with an initial lead of 10 metresand lift of 2 metres. | 1 Sq.m | 1.00 | |
| 217 | b.I | Clearing alchi, tilla | 1 Sq.m | 2.00 | |
| 218 | b.ii | Removal of Jammu | 1 Sq.m | 1.00 | |
| 219 | c.I | Removal of imponea, cornea | 1 Sq.m | 2.00 | |
| 220 | c.ii | Removal of water hyacinth upto 30 cm thick. | 1 Sq.m | 2.00 | |
| 221 | c.iii | - do - more than 30 cm thick | 1 Sq.m | 2.50 | |
| 222 | d | Removal of natchu, goobi, thooti etc., for every extra lead or lift over the initial lead or lift. | 1 Sq.m | 0.50 | |
| (B) DISMANTLING | |||||
| 5 | DISMANTLING, CLEARING AWAY AND CAREFULLY STACKING MATERIALS USEFUL FOR REUSE. | ||||
| 223 | n.(i) | Dry rough stone revetment for aprons and stacking within 40 metres | 1 cum | 23.00 | |
| (C) QUARRYING AND BLASTING | |||||
| 224 | 6 | Blasting and removing hard granite measured in solid | 1 cum | Covered under earth work item | |
| 7 | Drilling holes in hard granite or sheet rock | ||||
| a) | Manually ( Hand) | ||||
| 225 | I) | 20 mm dia meter | 1 RM | 61.00 | |
| 226 | ii) | 25 mm dia meter | 1 RM | 66.00 | |
| 227 | iii) | 36 mm dia meter | 1 RM | 74.00 | |
| b) | Pneumatic Compressor | ||||
| 228 | I) | 20 mm dia meter | 1 RM | 66.00 | |
| 229 | ii) | 25 mm dia meter | 1 RM | 72.00 | |
| 230 | iii) | 36 mm dia meter | 1 RM | 79.00 | |
| 8 | Grouting the holes with neat cement slurry excluding cost of steel | ||||
| 231 | I) | 20 mm dia meter | 1 RM | 39.00 | |
| 232 | ii) | 25 mm dia meter | 1 RM | 50.00 | |
| 233 | iii) | 36 mm dia meter | 1 RM | 61.00 | |
| (D) EARTH WORK | |||||
| 234 | NOTE:- 1. Standard Specification No.20-A requires breaking clods,ramming and sectioning of spoil bank etc., | ||||
| 235 | 2. Standarad Specification No.20-B does not require that three items of work detailed above, but does require neat banking in accordance with the standard specification. | ||||
| 236 | 3. A separate rate for these three items of work will not be necessary where the earth work is executed under the standard specification No. 20-A. | ||||
| EARTH WORK EXCAVATION AND DEPOSITING ON BANK WITH AN INITIAL LEAD OF 10 METRES AND AN INITIAL LIFT OF 2 METRES IN CASE OF HEAD LEAD ONLY. | |||||
| 237 | 8.a | Sand or loose soils wet sand not under water, silt in canals,channels and drains SS 20-A. | 1 cum | 18.00 | |
| 238 | b | - do - 20-B | 1 cum | 19.00 | |
| 239 | 9.a | Loamy and Clayey soils like black cotton soils, red earth and ordinary gravel SS 20-A. | 1 cum | 30.00 | |
| 240 | b | - do - 20-B | 1 cum | 27.00 | |
| 241 | 10.b | Slushy soil and silt clearance upto 0.60 metres depth SS 20-B | 1 cum | 30.00 | |
| 242 | 11.b | Clayey Soil in wet and slushy condition SS 20-B | 1 cum | 31.00 | |
| 243 | 12.a | Hard Gravelly Soils SS 20-A | 1 cum | 31.00 | |
| 244 | b | - do - SS 20-B | 1 cum | 29.00 | |
| 245 | 13.a | Mixture of gravel and soft disintegrated rock like shales ordinary gravel, stoney earth and earth mixed with fair sized boulders SS 20-A | 1 cum | 33.00 | |
| 246 | b | - do - 20-B | 1 cum | 30.00 | |
| 247 | 14 | Soft disentigrated rock ( removable by pick axes and crow bars) | 1 cum | 35.00 | |
| 248 | 15 | Stone matrix | 1 cum | 36.00 | |
| 249 | 16 | Hard disintegrated rock or soft rock or conglomerate rock etc., removable by pick axes and crow bars | 1 cum | 47.00 | |
| 250 | 17 | Hard disintegrated rock or soft rock or conglomerate rock and Hard lime kankar requiring partial blasting. | 1 cum | 63.00 | |
| 251 | 18.a.I | Fissured and fractured rock and boulders upto 3 cum in size requiring blasting including stacking | 1 cum | 108.00 | |
| 252 | a.ii | - do - Stacking is not done | 1 cum | 101.00 | |
| 253 | 18.b.I | Excavation of Nandyal Slabs more than 3 cum in size requiring blasting including stacking | 1 cum | 130.00 | |
| 254 | b.ii | - do - Stacking is not done | 1 cum | 125.00 | |
| 255 | 19.a.I | Hard rock and boulders more than 3 cum in size requiring blasting including stacking | 1 cum | 228.00 | |
| 256 | a.ii | - do - Stacking is not done | 1 cum | 217.00 | |
| 257 | 19.b | Benching, chiselling, wedging and boring in rock in foundation grade levelling. | 1 cum | 325.00 | |
| FOR ALL SOILS, SOFT DISINTEGRATED ROCK AND STONE MATRIX (ITEM N0s 8-b to 15 ABOVE ) | |||||
| 258 | 20.a.I | Extra for every additional 10 metres lead or part there of over the initial lead for the first 3 extra leads | 1 cum | 1.20 | |
| 259 | ii | -do- from 4 th extra lead to 6 th extra lead | 1 cum | 1.80 | |
| 260 | iii | -do- from 7 th extra lead to 9 th extra lead | 1 cum | 2.60 | |
| FOR HARD DISINTEGRATED ROCK (ITEM 16 TO 17 ABOVE ) | |||||
| 261 | 20bi | (Extra for every additional 10 metres lead or part there of) over the initial lead for the first 3 extra leads | 1 cum | 1.80 | |
| 262 | ii | Extra for every additional 10 mtrs. Lead or part there of from 4 th extra lead to 6 th extra lead | 1 cum | 3.20 | |
| 263 | iii | -do- from 7 th extra lead to 9 th extra lead | 1 cum | 4.30 | |
| FOR FISSURED AND FRACTURED HARD ROCK AND BOULDERS ETC., (ITEM 18 & 19 a ABOVE) | |||||
| 264 | 20.c.I | (Extra for every additional 10 metres lead or part there of) over the initial lead for the first 3 extra leads | 1 cum | 3.30 | |
| 265 | ii | Extra for every additional 10 mtrs. Lead or part there of from 4 th extra lead to 6 th extra lead | 1 cum | 5.30 | |
| 266 | iii | -do- from 7 th extra lead to 9 th extra lead | 1 cum | 6.10 | |
| FOR ALL SOILS, SOFT DISINTEGRATED ROCK AND STONE MATRIX (ITEM N0s 8-b to 15 ABOVE ) | |||||
| 267 | 21.a.I | Extra for every additional 1 metre lift or part there of over the initial lift for the first 3 extra lifts | 1 cum | 1.20 | |
| 268 | ii | Extra for every additional 1 mtrs. lift or part there of from 4 th extra lift to 6 th extra lift | 1 cum | 1.90 | |
| 269 | iii | -do- from 7 th extra lift and above | 1 cum | 3.10 | |
| FOR HARD DISINTEGRATED ROCK (ITEM 16 & 17 ABOVE ) | |||||
| 270 | 21.b. I | Extra for every additional 10 metres lead or part there of over the initial lead for first 3 extra lifts | 1 cum | 1.70 | |
| 271 | ii | Extra for every additional 1 mtrs. lift or part there of from 4 th extra lift to 6 th extra lift | 1 cum | 3.00 | |
| 272 | 21.b.iii | -do- from 7 th extra lift and above | 1 cum | 4.30 | |
| FOR FISSURED AND FRACTURED, HARD ROCK AND BOULDERS ETC.,(ITEM 18 TO 19 a ABOVE ). | |||||
| 273 | 21.c.I | Extra for every additional lift of 1 metre or part there of over the initial lift for the first 3 extra lifts | 1 cum | 3.50 | |
| 274 | ii | Extra for every additional lift of 1metre or part there of over from 4th extra lift to 6 th extra lift | 1 cum | 4.80 | |
| 275 | iii | -do- from 7 th extra llift and above | 1 cum | 6.20 | |
| 276 | Note: The lift charges mentioned in SS item Nos 21a,21 b, and 21c under (D) Earth work are applicable to delifts also. | ||||
| 277 | 22.a | Add to relevant SS 20-A rates for new tank bunds, closing breaches, road formation and embankments for extra watering and consolidation by stone roller upto 1 tonne. | 1 cum | 2.00 | |
| 278 | b | - do - with stone roller 2 tonnes or cattle treading | 1 cum | 3.30 | |
| 279 | c | Add to relevant SS 20-A rates for new tank bunds,closing breaches, road formation and embankments for extra watering and consolidation of proctor's density with 8 to 10 tonne power roller including watering and conveyance of water for initial lead of 1/2 kilometre. | 1 cum | 19.10 | |
| 280 | Note: The element of Hire charges is Rs 51.76 per 10 cum corresponding to the hire charges of 8 to 10 Tonne power roller fixed at Rs. 2200/- per day of 8 hours. The rate shall be increased when the element of hire charges increases for item No. 22 c above, if the roller is lent to the contractor at a rate of Rs. 275/- per hour (i.e., Rs. 2200 /-per day of 8 hours may be effected). | 1 cum | |||
| 281 | 22.d | Extra for every additional 1/2 km lead for water over the initial lead of 1/2 Km for consolidation of banks . | 1 cum | 2.10 | |
| 282 | 23.a | Benching old embankment slopes 0.45 x 0.45 metres. | 1 RM | 1.20 | |
| 283 | 23.b | Puddle wall work | 1 cum | 31.80 | |
| 284 | 24 | Turfing slopes including watering for 3 months with initial lead for conveyance of water and grass for 1 hectometre. | 1 Sq.m | 12.50 | |
| 285 | 25 | Refilling with the excavated sand complying with the standard specifications for filling foundations | 1 cum | 9.80 | |
| 286 | 26.a | Refilling with the excavated soils ( other than sand) complying with the standard specifications for filling foundations. | 1 cum | 6.40 | |
| 287 | b | Trimming of slopes of embankments and depositing the soils on the top of the bank. | 1 cum | 50% of earth work excavation of similor classification | |
| 288 | c | Ploughing | 1 Sq.m | 0.30 | |
| (E) CONCRETE AND (G) STONE MASONRY | |||||
| 289 | SSI NOS 31a to 39 and SSI Nos. 60 to 87 | Rates have to be worked based on standard data | |||
| 290 | Note: | ||||
| 291 | 1. Add for vibrating concrete | 1 cum | 30.50 | ||
| 292 | 2. Add for machine mixing of concrete. | 1 cum | 30.00 | ||
| 293 | 3.Add where the power is available for operating the mixer, the rate is, | 1 cum | 19.90 | ||
| 294 | a I | White washing and colour banding for guard and guide stones including cost of materials | each | 3.50 | |
| 295 | b I | Screenign sand and gravel | 1 cum | 3.50 | |
| 296 | b 2 | Screening chips and metal | 1 cum | 8.30 | |
| 297 | c 1 | Removing and refixing Hectometre or Demarcation stones | each | 4.60 | |
| CENTERING CHARGES | |||||
| 298 | L 1 | Centering charges for culvert slabs and other structures of 3 mts. span and above | 1 cum | 661.00 | |
| 299 | L 2 | Centering charges for bed blocks and culvert slabs and other structures of less than 3 mts. span. | 1 cum | 541.00 | |
| CENTERING CHARGES FOR MINOR AND MAJOR BRIDGE WORKS | |||||
| 300 | L 3 | For mass concrete piers, abutments and steining well curbes, well caps etc., | 1 cum | 480.00 | |
| 301 | L 4 | For RCC piers, abutments, wing wall, steining, well curbs, well caps etc., | 1 cum | 600.00 | |
| 302 | NOTE:- The rates under L3 and L 4 are applicable to Roads and Buildings and Irrigation structures up to 2 metres width | ||||
| 303 | L 5 | For RCC deck slabs | 1 cum | 1141.00 | |
| 304 | L 6 | For RCC beams | 1 cum | 1441.00 | |
| 305 | L 7 | For RCC hand rails | 1 cum | 1561.00 | |
| 306 | L 8 | For CC pavements, wearing coats, approach, slabs, guide stone, J. M. stone etc., | 1 cum | 114.00 | |
| n | Laying and fixing RCC Hume pipes in position including lifting aligning etc., complete with (fixing ) collars for the following diametres of pipes but excluding cost of materials, ( NP.2 Class ) | ||||
| 307 | n 1 | 250 mm diameter | 1 Rm | 10.90 | |
| 308 | n 2 | 300 mm diameter | 1 Rm | 14.80 | |
| 309 | n 3 | 450 mm diameter | 1 Rm | 20.50 | |
| 310 | n 4 | 600 mm diameter | 1 Rm | 33.10 | |
| 311 | n 5 | 750 mm diameter | 1 Rm | 41.10 | |
| 312 | n 6 | 800 mm diameter | 1 Rm | 49.10 | |
| 313 | n 7 | 1000 mm diameter | 1 Rm | 54.80 | |
| 314 | n 8 | 1220 mm diameter | 1 Rm | 69.60 | |
| 315 | Note:- For NP.3 class 50% extra over the rates of NP.2. Class may be allowed. | ||||
| (S ) ROAD WORK ITEMS | |||||
| PICKING OLD METALLED SURFACE TO DEPTH OF 40 TO 100 mm SPREADING OLD METAL AND NEW METAL SECTIONING INCLUDING EDGEBUNDS AND SUBGRADE ROLLING, SPREADING METAL INCLUDING BLINDAGE OFGRAVEL WATERING WITH AN INITIAL LEAD OF 2 HECTOMETERS AND HAND ROLLER ( 1.5 TO 2 TONNES ) ROLLING ETC., INCLUDING BARRICADING, DIVERSION OF TRAFFIC AND WETTING THE NEW CONSOLIDATION FOR A FORTNIGHT COMPLETE | |||||
| ( For a compact thickness ) | |||||
| 1 (I ) | HARD METAL | ||||
| 316 | a | 40 mm thickness | 10 sqm | 37.00 | |
| 317 | b | 50 mm thickness | 10 sqm | 39.00 | |
| 318 | c | 75 mm thickness | 10 sqm | 43.00 | |
| 319 | d | 100 mm thickness | 10 sqm | 46.00 | |
| 1 (ii ) | ( For compact thickness of soft metal ) | ||||
| 320 | a | 50 mm thickness | 10 sqm | 29.00 | |
| 321 | b | 75 mm thickness | 10 sqm | 33.00 | |
| 322 | c | 100 mm thickness | 10 sqm | 37.00 | |
| 323 | 2 | Picking 5 to 100 mm old metalled surface and sectioning | 10 sqm | 13.00 | |
| 324 | 3 | Picking gravelled surface 25 mm deep and levelling and sectioning | 10 sqm | 3.50 | |
| 325 | 4 | Picking the existing B.T. surface and removal of chips | 10 sqm | 13.50 | |
| 326 | 5 | Picking old metalled surface to a depth of 40 to 100 mm and spreading metal including watering with an initial lead of 2 Hectometres and rolling with power rollers watering and spreading gravel for blindage and power roller rolling including hire chages of power roller ( 8 to 10 T of ) barricading and diversion of traffic and wetting the new consolidation for a fortnight ( for compacted thickness of ) | |||
| HARD METAL | |||||
| 327 | 5 (a) | 40 mm thick ness | 10 sqm | 94.00 | |
| 328 | (b) | 50 mm thick ness | 10 sqm | 108.00 | |
| 329 | (c ) | 75 mm thick ness | 10 sqm | 120.00 | |
| 330 | (d ) | 100 mm thick ness | 10 sqm | 127.00 | |
| 331 | (e) | 150 mm thick excluding hire charges | 10 sqm | 226.00 | |
| Spreading gravel watering with an initial lead of 2 hectometres and power roller ( 8 to 10 T ) rolling excluding hire charges of power roller and barriacading etc., ( for a compact thick ness of ) | |||||
| 332 | 6a | 50 mm thickness | 10 sqm | 17.00 | |
| 333 | b | 75 mm thickness | 10 sqm | 23.00 | |
| 334 | c | 100 mm thickness | 10 sqm | 36.00 | |
| 335 | d | 150 mm thickness | 10 sqm | 41.00 | |
| 336 | 7a | Blinding the road surface 6 mm thick with gravel or sand available at site after remaining loose stones including watering. | 10 sqm | 0.90 | |
| 337 | b | -do- without watering | 10 sqm | 0.80 | |
| 338 | 8a | Blinding the road surface 6 mm thick with gravel or sand dug from road site including watering. | 10 sqm | 2.00 | |
| 339 | b | -do- without watering | 10 sqm | 1.50 | |
| 340 | Spreading gravel sand including watering and roller rolling ( for compacted thickness of ) | ||||
| 341 | 9a | -do- 6mm to 20 mm thick | 1 cum | 26.00 | |
| 342 | b | -do- from 20 to 25 mm thick | 1 cum | 23.00 | |
| 343 | c | -do- from 25 to 40 mm thick | 1 cum | 22.00 | |
| 344 | d | -do- from 40 to 50 mm thick | 1 cum | 20.00 | |
| 345 | 10 | Picking 50 to 100 mm Old metalled surface, spreading metal and blindage watering tamping for patch repairs ( labour only ) | 10 sqm | 18.00 | |
| 346 | 11 | Picking old metalled surface 50 to 100 mm deep spreading gravel watering and tamping ( labour only ) | 10 sqm | 9.10 | |
| 347 | 12 | Levelling ruts and tamping gravelled roads | 10 sqm | 2.30 | |
| 348 | 13 | Levelling ruts and tamping metalled roads | 10 sqm | 3.50 | |
| 349 | 14 | Spreading gravel or sand including watering and rolling with hand roller irrespective of thickness in layer | 10 cum | 158.00 | |
| 350 | 15 | Carrying for water for WBM consolidation metal and blindage of 40 to 150 mm thickness for every one hectometre beyond initial lead of 2 hectometres | 10 sqm | 2.30 | |
| BAILING OUT WATER CHARGES FOR CD & CM WORKS (WHEREEVER REQUIRED) | |||||
| 351 | I 14 | For earth work excavation for foundations below low water level | 1 cum | 80.00 | |
| 352 | I 15 | For cement concrete for foundation below low water level | 1cum | 80.00 | |
| 353 | n | Labour charges for laying filters with coarse aggregate. | 1 cum | 32.00 | |
| 354 | o | Labour charges for laying filter with sand. | 1 cum | 15.00 | |