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