View Bid Results For Transportation Of Asphalt Tenders

We found 239 Bid Results related to transportation of asphalt tenders. You can find Contractor details who won transportation of asphalt tenders along with contract details in Bid awards announcements section.

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Showing 1–5 of 239 tenders matching your filters
1.
Public Administrative Department #11286668 AOC
Tender For Construction/Repair Work In Record Room/Nazarat Department - (a) Bricks M-150 2 (b) Bricks M-100 3 (c) Bricks-Straight over brunt 4 (d) Bricks- Tiles (Ist Class) 5 (e) Brick Bats M-75 6 (f) Brick Bats (O.B.) 7 Fly ash Bricks (specification/strength should not be less then Bricks M-150)size 230x110x75mm 8 Fly ash Bricks Tiles (specification/strength should not be less then Bricks M-150)size 230x110x38mm 9 Fly ash Concrete curve Stone (specification/strength should as per mord/morth) size 300x300x150mm (M30) 10 (a) 5.00cm. Gauge 11 (b) 4.00 cm. gauge 12 (c) 2.50 cm. gauge 13 Stone Grading Materials Aggregate - For 37.5 mm Maximum size - 22.4 mm to 5.6 mm 14 Aggregate - For 37.5 mm Maximum size - 45 mm to 22.5mm 15 Aggregate - For 37.5 mm Maximum size - Below 5.6 mm 16 Aggregate - For 53 mm Maximum size - 22.5 mm to 5.6mm 17 Aggregate - Grading I (40 mm nominal Size) 10 mm - 5 / 4.75 mm 18 Aggregate - Grading I (40 mm nominal Size) 25 mm – 10mm 19 Aggregate - Grading I (40 mm nominal Size) 37.25 mm -25mm 20 Aggregate-Grading I 90 mm to 45 mm 21 Aggregate-Grading II 63 mm to 45 mm 22 Aggregate-Grading III 53 mm to 22.4 mm 23 Aggregates 22.4 mm to 2.36 mm for wet mix macadam 24 Aggregates 45 mm to 22.4 mm for wet mix macadam 25 Crushed Sand or Grit Passing 2.36 mm and retained on 180 micron 26 Crushed Stone Aggregate 26.5 mm to 75 micron 27 Crushed Stone chipping 13.2 mm nominal size 28 Crushed Stone Chipping 6.7 mm size 100% passing 11.2 mm and retained on 2.36 mm 29 Crushed Stone Chipping 6.7 mm size 100% passing 9.5 mm and retained on 2.36 mm 30 Crushed Stone chipping 9.5 mm nominal size 31 Crushed Stone Coarse Aggregate Passing 53 mm and retained on 2.8 mm 32 Fine aggregate/Crushed sand 2.36 mm to 75 micron 33 Stone Boulder of size 150 mm and below 34 Stone for Coarse Rubble Masonry 1st Sort 35 Stone for Coarse Rubble Masonry 2nd Sort 36 Stone for Random Rubble Masonry 37 Stone for Stone Set Pavement (300 mm x 200 mm x 150MM 38 Well Graded Material for Sub-Base - Grading I 2.36 mm below 39 Well Graded Material for Sub-Base - Grading I 53 mm to 9.5 mm 40 Well Graded Material for Sub-Base - Grading I 9.5 mm to 2.36 mm 41 Well Graded Material for Sub-Base - Grading II 2.36 mm below 42 Well Graded Material for Sub-Base - Grading II 26.5 mm to 9.5 mm 43 Well Graded Material for Sub-Base - Grading II 9.5 mm to 2.36 mm 44 Well Graded Material for Sub-Base - Grading III 2.36 mm below 45 Well Graded Material for Sub-Base - Grading III 4.75 mm to 2.36 mm 46 Well Graded Material for Sub-Base - Grading III 9.5 mm to 4.75 mm 47 Boulder with minimum size of 300 mm for Pitching at Site 48 Granular Material or hard murrum for GSB works at Site 49 Close graded Granular sub-base Material 37.5 mm to 9.5 mm 50 Close graded Granular sub-base Material 9.5 mm to 4.75 mm 51 Close graded Granular sub-base Material 4.75mm to 75 micron mm 52 Close graded Granular sub-base Material 2.36 mm 53 Coarse graded Granular sub-base Material 4.75mm to 75 micron mm 54 Coarse graded Granular sub-base Material 4.75 mm to 2.36 mm 55 Coarse graded Granular sub-base Material 9.5 mm to 4.75 mm 56 Coarse graded Granular sub-base Material 26.5 mm to 4.75 mm 57 Coarse graded Granular sub-base Material 26.5 mm to 9.5 mm 58 Coarse graded Granular sub-base Material 37.5 mm to 9.5 mm 59 Coarse graded Granular sub-base Material 53 mm to 26.5mm 60 Stone screening material for WBM Grading-2 and 3 61 Miscellaneous Items Cement Grey PPC 62 Cement Port land (ordinary) 63 Cement white viz J.K./Birla 64 Wall Putty J.k / Birla white 65 Plaster of Parish Sakarni or eqvivalent 66 Cinder 67 Distemper oil bound 68 Dry Distemper ordinary of bes quality (Approved manufacture and approved quality viz. Burger, Asian, J&N 69 Glass Ordinary cut to size (a) 3mm thick (Wt. 7.5 Kg./sqmt.) 70 (b) 4mm thick (Wt. 10.0 Kg/sqmt.) 71 (c) 5.5 mm thick (Wt. 13.5 Kg/sqmt.) 72 White lime (unslacked) for White Washing 73 White Lead (Best Quality PIG Lead) 74 (d) G.I. Barbed wire 75 (e) Iron Sheet Galvanized Plain 22 gauge 76 (f) Iron Sheet Galvanized Plain 24 gauge 77 (g) -do- but corrugated 24 gauge 78 (h) -do- but black plain 18 gauge 79 (J) Expanded metal 2-0 cm mesh 16/17 guage 80 (K) M.S. binding wire 24 gauge 81 (i) 1x2 size of 10 gauge wire 82 (ii) 1x3 size of 10 gauge wire 83 (iii) Murga Jali 1/2x24 gauge 84 (iv) 1x2 size of 10 gauge wire 85 (i) F -d sections @ 1.58 Kg/R/M 86 (ii) F -B/T/T Secs. @ 2.40 Kg/R/M 87 (iii) F - Sections @ 0.74 Kg/R/M 88 (a) Super white 89 (b) Commercial white, coloured & black 90 Marble Dust (200 mesh) 91 Nails (Country) 92 Nails (Wire) 93 (a) Oil (linseed double boiled) 94 (b) Oil (Terpentine) 95 (a) Paint anticorosive Bitumenous 96 (b) Black Japan 97 (c) Superior Ready Mixed paints (Grade II) in 20 ltrs. Drums of approved manufactures and aporoved make 98 (i) Dark Green Oxide 99 (ii) Deep Black Oxide 100 (iii) Blue Oxide 101 (iv) Chocoiate Oxide 102 (e) (i) Red Oxide primer surface for steel (in 20 ltrs. Drum) (Approved manufactures and approved make) 103 (ii) Red lead paint ready mixed for roof (in 20 ltrs. Drum) (Approved manufactures and approved make) 104 (f)(i)PaintenamelGradeIsuperClass(Approved manufactures and approved make) 105 (ii) Paint (Aluminium) 106 (g) (i) Paint primer for wood 107 (ii) Paint primer for metal 108 (h) (i) Cement Primer of Berger or equivalent 109 (ii) Water proof cement paint (in 50 kg. drums) 110 (i) Clear synthetic (in 20 ltr drums) 111 (ii) Copall 112 (iii) Weather Coat cement paint for exterior 113 (iii) Weather Coat cement paint for exterior 114 Water Proofing compound (Dr. Fixit) 115 Polish (mansion & wax) 116 (iv) P.V.C. Pipe 110 mm dia & 6Kg./CM2 (ISI Marked) 117 (v) Same as above but 90 mm dia 118 (vi) Same as above but 75 mm dia 119 (v) Same as above but 140 mm dia 120 (a) Corrugated 121 (b) Plain 122 (i) Internal dia 5 cm (Wt. 11.41 Kg.) 123 (ii) Internal dia 7.5 cm. (Wt. 16.52 Kg.) 124 (iii) Internal dia 10 cm. (Wt. 21.67 Kg.) 125 (iii) Internal dia 15cm. (Wt. 21.67 Kg.) 126 (i) 5.0 cm dia (Wt. 2.30 Kg. ) 127 (ii)7.5 cm dia (Wt. 3.30 Kg.) 128 (iii) 10.0 cm. dia (Wt. 4.60 Kg.) 129 (i) 5.0 cm dia (Wt. 2.10 Kg. ) 130 (ii) 8.0 cm dia (Wt. 3.20 Kg.) 131 (iii) 10.0 cm. dia (Wt. 4.40 Kg.) 132 (c) C.I. Spout 23.0 cm Long 40 mm dia 133 (a) Rope (Moonj) 134 (b) Rope (HEMP) 135 (c) Rope (cotton) 136 (d) Spun yarn 137 Rivets 138 Coarse sand of approved quarry (Finess modules 2.20) at site of work in the district Saharanpur, Muzaffarnagar 139 Finesand(blendedtofineness modulus1.25) Saharanpur, Muzaffarnagar and Shamli 140 (a) Local Sand 141 Surkhi 142 White lime (slacked) 143 (a) Washers (Lumpet) 144 (b) Washers (Bitumen) 145 (c) Washers G.I. 146 J.Hooks 147 Wood presevator in 5 ltrs. Pack. 148 (a) Teak wood 149 (b) Sheesham 150 (c) Indian Sal 151 (a) Teak wood 152 (b) Sheesham 153 (c) Indian Sal/ maleshien 154 Fuel Wood (Dry) 155 (a) 2.2 cm width 156 (b) 3.50 cm. width 157 (c) Same as 48 (a) but 5 mm thick 158 (d) Same as 48 (b) but 5 mm thick 159 Antitermite treatment oil concentrate to 0.30 (as per IS 1307) 160 (i) 40mm thick 161 (ii) 50 mm thick 162 (a) KOTASTONE (machine cut ) 60 x 60 cm. 163 (a) Marble White 60 x 60 cm. 164 (b) Marble White 60 x 60 cm. 165 Granite stone black or Grey Polished 166 Granite stone black or Grey Polished 167 Polythene Sheet (125 Micron) 168 Plastic waste which is cleaned is cut into a size between 2.36mm and 600 microns and of maximum size 2.36 mm length and 2.00mm width. 169 (a) For Floor Size 300 x 300 170 (b) For Wall Size 200 x 300 171 (c) Vitrified Tiles size 600 x 600 172 RCC Hume Pipe 350mm dia 173 RCC Hume Pipe 450mm dia 174 (a) Ordinary 175 (b) For floor and tile work 176 Carpenter 177 Black Smith 178 Hammer man 179 Fitter 180 Painter 181 (a) Plumber Licensed with Kit or Koshal vikash CERTIFICATE 182 (a) Plumber Licensed with Kit or Koshal vikash CERTIFICATE 183 (b) Electrician Licensed with Kit or Koshal vikash certificate 184 (b) Electrician Licensed with Kit or Koshal vikash certificate 185 Mate 186 Beldar / Mali 187 Bhishti with Mushk 188 White Washer 189 Belder for bitumen or tar work 190 Glazier 191 Bhainsa Buggi with driver 192 Tractor trolley with driver excluding P.O.L. 193 Amin/Tracer 194 Chaukidar 195 Jeep/Truck/Tractor/Roller Driver 196 Generator Operator 197 Mixol Operator 198 Pump Operator 199 Cleaner 200 Sweeper (Full Time) 201 Sweeper (Part Time) 202 Tractor with harrow or water TankerTrolly with 203 Tractor with harrow or water TankerTrolly with 204 driver and P.O.L. 205 J.C.B. Machine with driver with P.O.L. 206 Crane (20-50 Tonnee) with Driver and P.O.L. 207 Ricksaw Thela with Driver 208 (a) Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in charge upto a distance of 30 M. from the foundation trenches. (where machine can not move ) 209 (a) As in item 251 (a) above but excavation in soil mixed with Moorum, shingle, kankar requiring the use of special tools and plant such as pickaxes, sabbals etc. (where machine can not move ) 210 (a) Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M. in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M. distance as directed by the Engineer incharge. (Royality removed by Govt. ) for small works/ Abadi area. (where machine can not move ) 211 (a)Add to items (251-253) for every additional 30 M. (100 ft.) lead or part of 30 M (100 ft.) or for every additional 1.50 M. (5 ft.) lift or part of 1.50 M. (5 ft.) 212 (a) Sand filling in plinth and under floor including supply of necessary quantity of sand from a distance not exceeding 8 Kms. from the site of work and including watering, dressing etc. labour and T&P etc. required for proper complition of the work. saplings of girth upto 30 cms. measuredat a height of 1 M. above ground level and removal of rubbish upto a distance of 50 M. out side the periphery of area cleared. including cost of sand. 213 (i) Cleaning jungle including up rooting ofrank, vegetations grass, push, wood trees and amplings of grith upto 30 cms. measured at a height of 1 M. aboveground level and removal of rubbish up to a distance of 50M. out side the periphery of area cleared. 214 (a) Same as above 259(i) above but grass only. 215 (a) Add to item no. 253 (a) for mechanically compected to achieve 95% proctors density including arrangement of water, settlement and all T&P including roller and its fuel etc. 216 (b) As in item no. 260 (a) above but for departmental works excluding Roller charges and its fuel, cost of water, allT&P. and sundries etc. but including carriage of water to site. 217 Upto ½ Km 218 Ist Km. (If lead is beyond ½ Km.) 219 Concrete with 4 cm. guage brick ballast, white lime and surkhi in foundation and under floors in the proportion of 100:16:32 including supply of all materials, labour Tools & plants etc. required for proper completion of the work. 220 Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 221 As in item 273 above but in proportion 10:5:1 222 As in item 273 above but in proportion 8:4:1 223 (a) Same as above item no. 279 but with 2 cm. gauge stone grit instead of 4 cm. gauge 224 (b) Same as item no. 279 (a) but in proportion of 1:3:6 225 As in item 279 above but in proportions of 8:4:1stone Ballast, Coarse sand and cement. 226 Concrete with 4 cm. guage brick ballast, white lime and surkhi in foundation and under floors in the proportion of 100:16:32 including supply of all materials, labour Tools & plants etc. required for proper completion of the work. 227 Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 228 As in item 273 above but in proportion 10:5:1 229 As in item 273 above but in proportion 8:4:1 230 (a) Same as above item no. 279 but with 2 cm. gauge stone grit instead of 4 cm. gauge 231 (b) Same as item no. 279 (a) but in proportion of 1:3:6 232 As in item 279 above but in proportions of 8:4:1stone Ballast, Coarse sand and cement. 233 Same as item no. 302 (B) above but in 1:6 (One cement & six fine sand of 1.25 F.M.) mortar. 234 Same as item no. 302 (B) but in 1:5 (One cement & five fine sand of 1.25 F.M.) mortar 235 Same as item no. 302 (B) but in 1:4 (One cement & four fine sand of 1.25 F.M.) mortar. 236 (a) Same as item no. 302 (B) but in 1:4 (One cement & four Corse sand) mortar. 237 Same as item no. 302 (B) but in 1:3 (One cement & three fine sand of 1.25 F.M.) mortar. 238 Same as item no. 302 (B) but in 1:3 (One cement & three coarse sand) mortar. 239 As in item 302 (B) to 307 above but in superstructure including necessary Cutting & moulding of bricks as required thickness of walls not to be less than 1½ brick. Add extra labour to above items. 240 As in item 309 above but for walls of one brick thick, add for extra labour 241 As in item 309 above but for walls of Half brick thick, add for extra labour to the rate of item no. 309. 242 Same as item no. 302 (B) above but in 1:6 (One cement & six fine sand of 1.25 F.M.) mortar. 243 Same as item no. 302 (B) but in 1:5 (One cement & five fine sand of 1.25 F.M.) mortar 244 Same as item no. 302 (B) but in 1:4 (One cement & four fine sand of 1.25 F.M.) mortar. 245 (a) Same as item no. 302 (B) but in 1:4 (One cement & four Corse sand) mortar. 246 Same as item no. 302 (B) but in 1:3 (One cement & three fine sand of 1.25 F.M.) mortar. 247 Same as item no. 302 (B) but in 1:3 (One cement & three coarse sand) mortar. 248 As in item 302 (B) to 307 above but in superstructure including necessary Cutting & moulding of bricks as required thickness of walls not to be less than 1½ brick. Add extra labour to above items. 249 As in item 309 above but for walls of one brick thick, add for extra labour 250 As in item 309 above but for walls of Half brick thick, add for extra labour to the rate of item no. 309. 251 Teak wood wrought framed and fixed including simple mouldings, straight work as in chaukhats including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 252 As in item No. 401 but for sheesham wood 253 As in item no. 401 but with Indian Sal wood 254 Supply & fixing of 4.5 Cm. thick teak wood part panelled and part glazed door and window shutter including supply & fixing of wooden cleats and stops and including fixing & adjustment of hinges, bolts, locks, handles spring and or other fittings but excluding their supply and including painting with two coats of black Japan on all iron fitting if necessary. Including fixing the glass panes with putty for bradglass and glass to be 4 mm. thick. Fitting with necessary screws to be supplied by the deptt. 255 Providing and fixing Glass panes with teak wood beading in doors and windows as desired by the Engineer incharge including cost of all materials, fittings, hinges, labour, T&P all etc. required for proper completion of the work. 256 As in item no. 409 above but fully panelled. 257 As in item no 409 above but fully glazed. 258 As in item no. 409 above but 3.8 cm. thick. 259 As in item no. 411 above but 3.8 cm. thick. 260 As in item no. 412 above but 3.8 cm. thick. 261 As in item no. 409 above but 3.8 cm. thick, Shisham wood. 262 As in item no. 411 above but 3.8 cm. thick, Shisham wood. 263 As in item no. 412 above but 3.8 cm. thick, Shisham wood. 264 Supply and fixing of 3.8 cm. (1½) thick Teak wood door and window shutters with panels of heavy Quality galvanized iron wire gauge 2.5 mm. or 2 mm. or 1.5 mm. (1/10 or 1/12 or 1/16 inch) mesh or any other size, with necessary beadings, including supply and fixing of wooden cleats stops and including fixing & adjustment of hinges, bolts, locks, handles spring and or other fittings but excluding their supply and including two coat of black Japan on all iron fitting if necessary. Fitting with necessary screws to be supplied departmentally. 265 As in item (450) above but in shisham wood. 266 Supply and fixing Galvanized Mosquitos proof heavy quality S.S.Wire gauge heavy quality over windows and including supply of teak wood batten 8 cm.x1.cm. (3x3/8)/flat iron 25 mm.x4mm. and including supply of necessary screws all materials, labour, Tools & plants etc. required for proper completion of the work. 267 As in item (455) above but with shisham wood battens. 268 As in item (455) above but with Indian Salwood battens. 269 As in item (455) above but with Deodar wood battens. 270 As in item no. 409 but Indian Commercial flush shutters 35 mm. thick (excluding cost of all fitting). 271 As in item no. 409 but Indian Commercial flush shutters 32 mm. thick (excluding cost of all fitting). 272 As above 471 but Double Leaf Add. extra. 273 Approximate cost of ISI marked oxidized iron fitting with screws for door & windows etc. (for estimating purpose only) 274 As above item no. 473 Aluminium Fittings ISI marked. 275 Supply and fixing of 3.8 cm. (1½) thick country wood door fully panelled shutters including supply and fixing of wooden cleats stops and including fixing & adjustment of hinges, bolts, locks, handles spring and or other fittings 276 Supply and fixing 2.5 cm thick fully glazed laminated window-shutter of Commercial quality ISI marked plywood including cost of fitting and glass panes (Double Leaf) 277 As in item no. 9.26 above but for single leaf. 278 Providing and fixing 12 mm thick and 100 mm. wide Ply board of plywood pelmet with 19 mm. dia Al. rod and brackets including fixing with 25x3mm. M.S. flat 10 cm (4) long and plug etc. complete with painting, polishing or oiling as required. 279 Supply and fixing of 3.2 cm thick fully glazed laminated window-shutter of Commercial quality ISI marked plywood including cost of fittings and glass panes (Double Leaf) 280 As in item no. 9.29 above but for single leaf. 281 Supply and fixing of 2.5 cm thick fully glazed laminated window-shutter of Commercial quality ISI marked plywood including cost of fittings and glass panes (Single Leaf) 282 Suppy and fixing of Teak wood batton for fixing of mosquito net and fixing of glass & over chouket at window/door. Inculding cost of all matrial, labour & T&P etc. complete. 283 As per item above A but with shisham wood batton 284 Fixing of Jali / glass in doors/windows in small area upto 1.00 sqm (Labour only) 285 Fixing of Curtain rods (Labour only) 286 Fixing of Curtain palmets (Labour only) 287 50x20 mm 288 50x12 mm 289 With 2nd class teak wood beading 62X19 mm. 290 300x16 mm 291 250x16 mm 292 250x10 mm 293 200x10 mm 294 150x10 mm 295 Providing and fixing 12 mm thick and 100 mm. wide Ply board of plywood pelmet with 19 mm. dia Al. rod and brackets including fixing with 25x3mm. M.S. flat 10 cm (4) long and plug etc. complete with painting, polishing or oiling as required. 296 Supply and fixing of 3.2 cm thick fully glazed laminated window-shutter of Commercial quality ISI marked plywood including cost of fittings and glass panes (Double Leaf) 297 As in item no. 9.29 above but for single leaf. 298 Supply and fixing of 2.5 cm thick fully glazed laminated window-shutter of Commercial quality ISI marked plywood including cost of fittings and glass panes (Single Leaf) 299 Suppy and fixing of Teak wood batton for fixing of mosquito net and fixing of glass & over chouket at window/door. Inculding cost of all matrial, labour & T&P etc. complete. 300 As per item above A but with shisham wood batton 301 Fixing of Jali / glass in doors/windows in small area upto 1.00 sqm (Labour only) 302 Fixing of Curtain rods (Labour only) 303 Fixing of Curtain palmets (Labour only) 304 50x20 mm 305 50x12 mm 306 With 2nd class teak wood beading 62X19 mm. 307 300x16 mm 308 250x16 mm 309 250x10 mm 310 200x10 mm 311 150x10 mm 312 250x10 mm 313 200x10 mm 314 150x10 mm 315 100x10 mm 316 125 mm 317 100 mm 318 75 mm 319 Providing and fixing aluminium tee channels (heavy duty) with rollers, stop end in pelmets as curtain rod. 320 Providing and fixing 28 mm thick door shutter made of solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 71 mm width & 28mm thick as vertical & horizontal styles. Joints are made using solvent adhesive and GI C sections (39mm x 19mm x O.6mm thick) or M S pipe (40mm x 20mm ) stiffener frame insert & telescopic polymeric L corners .The panel shall be filled with 3mm thick high - pressure compact laminate asper manufacturers specifications and directions of the Engineer-in-charge, cover moulding shall be provided for covering fixing screws and elegant look.( for W.C. bathroom door shutter). 321 With decorative veneering on one side and commercial veering on other side. 322 With non decorative veneering on both sides. 323 M.S. or iron work of small sizes and section such as holding down bolts, hold fast, tie rods grating etc. wrought to required from including supply of steel bolts, nuts wastage etc. and their fixing required for proper completion of the work. 324 Same as in item 502 above but in M.S. Grills / Stair case railing / gates / trusher / racks etc. 325 Same as in items 502 above but steel Z Section window excluding Glass panes. (i) Fixed panels 326 Same as in items 502 above but steel Z Section window excluding Glass panes.(ii) Openable panels 327 Same as in item 502 above but in heavy sizes such as trusses, built up gates, record racks, roof work, Gates etc. including rivetting or welding where necessary. 328 Boring holes in mild steel or iron not exceeding 10mm (3/8) diameter and thickness of plate not exceeding 6mm (1/4) 329 As in item (509) above but holes exceeding 10mm (3/8) diameter but not exceeding 20mm and thickness exceeding 6mm but not exceeding 13mm (1/2) 330 Providing and fixing 100mm (4) diameter C.I. Down pipe BC or equivalent make complete with bends with eye hole, plain bend shoes and gratings etc., fixed to walls with suitable clamps as directed by the Engineer-in-charge (C.I. pipe of 1.80 Meter length shall be of 20-21 Kg.) 331 Mild steel or iron work in purlins and rafters including drilling holes and fixing in position and including supply of all steel and bolts and nuts, wastage, labour and tools and plant etc. required for proper completion of work (No material shall be issued by deptt.) 332 Providing barbed iron wire fencing including fixing it to post after stretching it including labour and T&P etc. required for proper completion of the work but excluding cost of posts & barbed wire. (labour rate only) 333 with frame of 40x40x6mm (1½x1½x¼) angle iron 3.15 mm (1/8) thick M.S. gus set plate at the junction and corners including supply and fixing of necessary fittings. Lock rail of 15 length of oxidised iron and including pintels hooks at the top and applying priming coat of red lead paint on all sides complete. 334 As per item no 517a but with steel strip inplace of angle iron. 335 providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm (3/4x3/8x1/12) and braced with flat form diagonals 20x5mm (3/4x3/16) size with top and bottom rails or T-iron 40x40x6mm (1½x1½x1¼) with 38 mm dia steel pullys with bolts, nuts locking arrangement, stoppers handles complete including applying a priming coat of approved lead paint. 336 Providing and fixing 1mm thick M.S. sheet sliding shutters with frame and diagonal braces of 40x40x6mm (1½x1½x¼) angle iron 3.15mm (1/8) gusset plates at the junctions and corners, hooks at top 25mm (1) dia pulleys at bottom, 40x40x6mm (1½x1½x¼) angles and T iron guides at top and bottom respectively including locking arrangement with handles etc. Complete and applying one priming coat of approved lead paint (No material shall be issued by deptt.) 337 Supplying and fixing rollingSHUTTERS of approved make made 80x125mm (3x5) cold rolled M.S. lath inter locked throughout their entire length and joined together at the end by end locks and mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete but excluding the cost of top cover and springs. 338 Providing and fixing 27.5cm long wire spring grade 2 for rolling shutters. 339 providing and fixing top cover for rolling shutters 2.50 meter wide. 340 Providing and fixing ball bearing for rolling shutters. 341 (a) Shutters above 11.2 m² (120sqft) but upto 16.8m² (180 sqft) area 342 (b) Shutters above 16.8m² (180 sqft) area 343 (i) Door chaukhat 344 (ii) window chaukhat 345 (iii) Ventilator chaukhat 346 (iv) Stair case Nosing 347 Fixing of Main Gate / Steel Sutter /Garrage Gate etc. 348 Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: profile B 349 Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: profile C 350 Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: profile E 351 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing and staircase railing including applying a priming coat of approved steel primer on M.S. tube 12 SWG 352 Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc. including welding grinding, buffing, polishing and making curvature (wherever required) and fitting and same with necessary stainless steel nuts and bolts complete, including fixing the rialing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc. of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer- in-charge. (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, botls, fastners etc.) 353 M.S. or iron work of small sizes and section such as holding down bolts, hold fast, tie rods grating etc. wrought to required from including supply of steel bolts, nuts wastage etc. and their fixing required for proper completion of the work. 354 Same as in item 502 above but in M.S. Grills / Stair case railing / gates / trusher / racks etc. 355 Same as in items 502 above but steel Z Section window excluding Glass panes. (i) Fixed panels 356 Same as in items 502 above but steel Z Section window excluding Glass panes. (ii) Openable panels 357 Same as in item 502 above but in heavy sizes such as trusses, built up gates, record racks, roof work, Gates etc. including rivetting or welding where necessary. 358 Boring holes in mild steel or iron not exceeding 10mm (3/8) diameter and thickness of plate not exceeding 6mm (1/4) 359 As in item (509) above but holes exceeding 10mm (3/8) diameter but not exceeding 20mm and thickness exceeding 6mm but not exceeding 13mm (1/2) 360 Providing and fixing 100mm (4) diameter C.I. Down pipe BC or equivalent make complete with bends with eye hole, plain bend shoes and gratings etc., fixed to walls with suitable clamps as directed by the Engineer-in-charge (C.I. pipe of 1.80 Meter length shall be of 20-21 Kg.) 361 Mild steel or iron work in purlins and rafters including drilling holes and fixing in position and including supply of all steel and bolts and nuts, wastage, labour and tools and plant etc. required for proper completion of work (No material shall be issued by deptt.) 362 Providing barbed iron wire fencing including fixing it to post after stretching it including labour and T&P etc. required for proper completion of the work but excluding cost of posts & barbed wire. (labour rate only) 363 Providing and fixing 1mm thich M.S. Sheet door with frame of 40x40x6mm (1½x1½x¼) angle iron 3.15 mm (1/8) thick M.S. gus set plate at the junction and corners including supply and fixing of necessary fittings. Lock rail of 15 length of oxidised iron and including pintels hooks at the top and applying priming coat of red lead paint on all sides complete. 364 As per item no 517a but with steel strip inplace of angle iron. 365 providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm (3/4x3/8x1/12) and braced with flat form diagonals 20x5mm (3/4x3/16) size with top and bottom rails or T-iron 40x40x6mm (1½x1½x1¼) with 38 mm dia steel pullys with bolts, nuts locking arrangement, stoppers handles complete including applying a priming coat of approved lead paint. 366 Providing and fixing 1mm thick M.S. sheet sliding shutters with frame and diagonal braces of 40x40x6mm (1½x1½x¼) angle iron 3.15mm (1/8) gusset plates at the junctions and corners, hooks at top 25mm (1) dia pulleys at bottom, 40x40x6mm (1½x1½x¼) angles and T iron guides at top and bottom respectively including locking arrangement with handles etc. Complete and applying one priming coat of approved lead paint (No material shall be issued by deptt.) 367 Supplying and fixing rollingSHUTTERS of approved make made 80x125mm (3x5) cold rolled M.S. lath inter locked throughout their entire length and joined together at the end by end locks and mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete but excluding the cost of top cover and springs. 368 Providing and fixing 27.5cm long wire spring grade 2 for rolling shutters. 369 providing and fixing top cover for rolling shutters 2.50 meter wide. 370 Providing and fixing ball bearing for rolling shutters. 371 (a) Shutters above 11.2 m² (120sqft) but upto 16.8m² (180 sqft) area 372 (b) Shutters above 16.8m² (180 sqft) area 373 (i) Door chaukhat 374 (ii) window chaukhat 375 (iii) Ventilator chaukhat 376 (iv) Stair case Nosing 377 Fixing of Main Gate / Steel Sutter /Garrage Gate etc. 378 Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: Profile B 379 Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: Profile C 380 Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: Profile E 381 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing and staircase railing including applying a priming coat of approved steel primer on M.S. tube 12 SWG 382 Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc. including welding grinding, buffing, polishing and making curvature (wherever required) and fitting and same with necessary stainless steel nuts and bolts complete, including fixing the rialing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc. of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer- in-charge. (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, botls, fastners etc.) 383 Struck pointing with cement mortar consisting of 1 part cement and 2 parts of fine sand of 1.25 Fineness modulus. 384 Same as in item 574 above but Flush pointing Deduct from item 574. 385 Same as in item 574 above but in floors deduction from item 574 & 575. 386 Struck cement pointing with 1:2 cement and fine sand of 1.25 F.M. mortar with colouring including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 387 12 mmthick plaster with cement and fine sand of 1.25 fineness modules in 1:3 over brick work minimum thickness not to be less than 1cm. including supply of all materials, labour, tools & plants etc. required for proper completion of the work. 388 As in item (582) above but with cement and approved coarse sand mortar in 1:3. 389 As in item (582) above but with cement and fine sand of 1.25 fineness modules mortar in 1:4. 390 As per Item No. 584 but with 1:4 cement and Corse sand 391 As in item (582) above but with cement and fine sand of 1.25 fineness modules mortar in 1:6. 392 Add for extra labour to all item of plaster if done ceiling. 393 Add for extra labour and materials for plaster over rough face of one brick wall. 394 2 cm. thick cement plaster in dado or skirting in 1:2 consisting of one part of cement & two parts of approved coarse sand laid in panels finished with 3 mm floating coat of neat cement or cement mixed with marble dust in ratio 5:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 395 Same as above item but 1.20cm. thick instead of 2 cm thick. 396 Engraving lines in plaster of outer face wall vertically and horizontally to display the surface as stone facing as directed by the Engineer-incharge including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. (add for extra labour to all items of plaster), 397 Marking drip coarse in sun shades or facie with 1:3 cement and fine sand mortar as per direction of Engineer-in-charge including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 398 20 mm thick rough cast exterior cement plaster on walls consisting 10 mm thick backing cast of 1:3 cement mortar (1 cement :3 coarse sand) and 10 mm thick finishing coat of 1:3 cement mortar (1cement :3 coarse aggregate of size 6mm to 12 mm ) including arises, chamfers and/or rounded angles not exceeding 80 mm. 399 2.5 cm (1) thick 1:2:4 plain cement concrete floor with cement, approved coarse sand and 2 cm. (1) graded approved stone grit, laid in panels finished with 3 mm. (1/8) floating coat of neat cement of cement and marble dust in ratio 5:1 as specified over and including 8 cm (3) thick base concrete consisting of cement, fine sand of 1.25 fineness modulus and brick ballast 4 cm. (1½) gauge in the proportion of 1:4:8 and removing any overlapping mortar at the joints of the penals if any and giving them a uniform finish, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 400 (A) As in item no. 601 above but without base concrete. 401 (B) As in item no. 601 above but base concrete consisting of brick ballast and fine sand & cement in prop. 12:6:1 402 As in item (601) above but floor shall be 4 cm (1½) thick instead of 2.5 (1) thick and without base concrete. 403 Add in item (601) to (603) and (605) when floors are polished including supply of extra cement, chapra batti, Carborandum stone, all other materials, labour, Tools & plants etc. required for proper completion of the work. Marble dust shall be added in the floting coat in ratio of 5:1 (cement and marble dust) if necessary but no extra amount will be paid for it. This includes final finish with french mansion polish or any other approved polish. 404 M-150 Brick on edge floor laid dry joints sand filled including preparation of base to proper slope and its ramming including supply of all materials labour and Tools and Plants etc. required for proper completion of the work. 405 As in item (615) above but bricks laid flat. 406 Granolithic marble flooring 2.5 cm. (1) thick consisting of 2 cm. (3/4) thick layer of 1 part cement, 2 parts of approved coarse sand and 4 parts of 2 cm. (3/4) graded approved stone chips including 5 mm (¼) thick surface coat with ordinary cement, black and white or grey or mixed marble chips passing 3 mm. (1/8) but retained on 1.5 mm. (1/16) mesh screen in proportion of 1:2 as specified or directed by the Engineer-incharge and polished by hand or machine and finally finished with French Mansion Polish or any other approved polish and including 8 cm (3) 1:6:12, concrete base, including supply of all materials, labour, Tools and Plants etc. required for proper completion of the work 407 As in item (620) above but when white cement is used in top 5 mm (¼) layer. 408 As in item no. (620) above but when coloured floors are to be made. 409 Granolithic marble dado 2 cm. (¼) thick consisting of 15 mm. (9/16) thick layer of one part cement, 2 parts of approved coarse sand including 5 mm. (3/16) thick surface coat with ordinary cement black or white or grey or mixed marble chips passing 3 mm. (1/8) but retained on 15 mm. (9/16) mesh screen in proportion of 1:2 as specified or directed by the Engineer-in- charge and polished by hand or by machine and finally finished with French Mansion Polish or any other approved polish including supply of all materials, labour, Tools and Plants etc. required for proper completion of the work. 410 Same as item no. 625 above but 12 mm. thick dado. 411 As in item (625) above but when white cement is used in top 5 mm. (3/16) thick layer instead of ordinary cement. 412 As in item (625) above but when coloured dados are to be made. 413 Supply and fixing 6 mm. (¼) China white glazed tiles in flooring or in skirting or dado laid with 1:3 Cement and approved coarse sand mortar finished with white cement slurry, jointing and polishing complete, including supply of all materials, labour and Tools and Plants 414 Providing and fixing glass strips of 4.00 mm (1/8) thickness in joints of floor and skirting at the time of laying labour, tools and plants etc. complete (a) of 2.2 cm. depth 415 Providing and fixing glass strips of 4.00 mm (1/8) thickness in joints of floor and skirting at the time of laying labour, tools and plants etc. complete (b) of 3.5 cm. depth 416 Providing and fixing glass strips of 4.00 mm (1/8) thickness in joints of floor and skirting at the time of laying labour, tools and plants etc. complete (c) of 2.2 cm. depth and of 5 mm thickness 417 Providing and fixing glass strips of 4.00 mm (1/8) thickness in joints of floor and skirting at the time of laying labour, tools and plants etc. complete(d) of 3.5 cm. depth and of 5 mm thickness 418 Extra for making chequers of approved patterns on cement concrete, floor, steps landing etc. 419 Supply and fixing of Kota stone in floor ing 20 mm thick and joint filled with 1:2 cement and coarse sand with approved colouring materials to be given an even shade with 12 mm base coat (bedding) of 1:2 cement & coarse sand morter and polished by hand or machine and finally finished with french manson polish or other approved polish including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 420 As in item no. New item (1) above but 25 mm thick. 421 Supply and fixing 10 to 12 mm thick Kota stone tiles in skirting or dado laid with 1:2 cement and approved coarse sand morter finished with in its cement colour slurry, jointing and polished of approved quality complete, including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 422 Supply and fixing 6 to 8 mm thick ivory or light shades vitrefied tiles 600x600 mm size in flooring and skirting with 1:3 approved cement and coarse sand morter finished with in its cement colour slurry, jointing and polished of approved quality complete, including supply of all materials, labour, tools andplants etc. required for proper completion of the work. as per direction of Engineer - in- charge 423 Painting or varnishing work in small areas or new wood work with one coat (upto one square metre of ready mixed priming paint and one coat of approved superior quality ready mixed paint or varnish including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. Paint to be used ISI marked. 424 As in item (641) above but for every coat after first coat. 425 As in item (642) above but for every coat on previously painted old wood or Iron work including its sand papering, rubbing and cleaning as required for proper completion of work. 426 Painting roofs or other iron work in large areas with one coat priming and one coat of approved (above one Sq. Metre) paint (British antesol or equivalent) including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. Paint to be used ISI marked 427 As in item (644) above but for every coat after the first coat. 428 As in item (645) above but for every coat over previously painted surface 429 Painting or varnishing with valsper or other approved high grade enamel or super par synthetic clean varnish complete one coat over previously painted surface including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. Paint to be used ISI marked 430 As in item (647) above but for every subsequent coat on previously treated surface . 431 Distempering (first coat) with oil bound distemper of approved brand and manufacture and of required shade on undecorated wall surface to give an even shade over and including a priming coat with cement primer of approved brand and manufacture such as Berger, J&N, Shalimar, Asian Paint after thoroughly brushing the surface free from mortar dropping and other foreign matters and also including the surface even with plaster of Paris or approved synthetic materials and sand papered smooth including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 432 As in item (649) above but for every coat after the first coat. 433 As in item (649) above but for every coat after the previous coat or subsequent coat. 434 One coat hot coaltar on new surface including supply of all materials, labour, Tools & plant etc. required for proper completion of the work. 435 As in item (652) above but for every coat after the first coat or on previously treated surface. 436 One coat surface or other approved preservative on new wood work, including supply of all materials, labour, Tools & plant etc. required for proper completion of the work. 437 As in item (654) above but for every coat or on previously treated surface. 438 Oiling wood work with double boiled linseed oil including supply of all materials labour, Tools & plant etc. required for proper completion of the work. 439 Removing paint or varnishing with paint remover or with caustic Soda, including supply of all materials, labour, Tools & plant etc. required for proper completion of the work. 440 Polishing with French Polish or wax polish (in proportion 2 bees wax : 1.5 linseed oil : 1 turpentine oil : 0.5 varnish by weight) on new wood and wood based surface to give an even surface including cleaning the surface of all dirt, dust and sand prepared smooth and a coat of wood filter including supply of all materials, labour, Tools & plant etc. required for proper completion of the work. 441 As in item No. (658) above but on previously polished wood or wood based surface. 442 Finishing wall with water proof cement paint of approved make and quality on new work with two coat to give an even shade including supply of all materials, labour, Tools & plant etc. required for proper completion of the work. 443 Same in item no. (660) but for each coat of water proof cement paint after the first two coat to give an even shade 444 Finishing wall with one coat of water proof cement paint of approved quality on previously old treated surface with this paint to give an even shade including supply of all materials, labour, Tools & plant etc. required for proper completion of the work. 445 Same aas item 660 but for weather coat. 446 Sameaasitembut over previouslypainted surface weather coat. 447 Providing cement primer on old/new surfaces 448 Providing wall putty on New surface with approvel quality material of Berger/J.K./Birla or similar make 2 coats 449 Providing wall putty on old surface with approvel quality material of Berger/J.K./Birla or similar make 2 coats 450 White washing one coat including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 451 As in item 671 above but Two coats. 452 As in item 671 above but Three coats. 453 Colour washing one coat using approved. Colouring material buff, blue, gray or brown shade including supply of all materials, labour, Tools & plant etc. required for proper completion of the work. 454 As in item 674 above but two coats. 455 As in item (674) but using approved colouring material of pink, green or yellow shade. 456 As in item 676 above but two coats. 457 As in item (674) above but colour washing with copper or iron sulphate one coat. 458 As in item 678 above but Two coat. 459 Cement washing including supply of all materials, labour, Tools & plant etc. required for proper completion of the work. 460 One priming coat and one coat of dry distemper on new work including supply of all materials, labour, Tools & plant etc. reqired for proper completion of work. 461 As in item (681) but for each coat of distemper after the first coat 462 Dismantling sundries brick work including stacking of dismantled materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). 463 Dimantling brick work or stone work in lime or cement mortar and including stacking of materials as directed be the Engineer-in-charge within a distance of 60 meter (200 feet). 464 As in item (692) above but in mud mortar. 465 Dismantling reinforced cement concrete or reinforced brick work including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). 466 Dismantling Jack arched or wooden beam and barga roofs including beam, roof concrete and including stacking of dismantled materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). 467 As in item (695) above but only roof concrete. 468 Dismantlingcementconcreteorbrickor granolithic floors including base concrete and including stacking of dismantled materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). 469 As in item (697) above but floor to be stone flagged or tiled floor. 470 Dismantling corrugated Iron roofs walls or partitions,includingpurlins,battensand vertical supports and including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). 471 Dismantling of girders, trusses and other steel work including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). 472 Dismantling doors or windows including chaukhats with hold fast and including stacking of materials as directed by the Engineer-in- charge within a distance of 60 metre (200 feet). 473 Dismantling doors or windows leaves including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). 474 Dismantling doors or windows including chaukhats but excluding hold fast and including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). 475 Dismantling existing plaster including disposal of refuse as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). 476 Raking out joint of brick work in cement or lime morter to a depth 1 cm. (3/8) including disposal of refuse as directed by the Engineer-in- charge within a distance of 60 metre (200 feet). 477 Scraping old white or colour wash including disposal of refuse as directed by the Engineer-in- charge within a distance of 60 metre (200 feet). 478 Supply and fixing of 10cm. (4) internal dia A.C. down pipes Everest or charminar make complete with bends with door at top and plain at bottom and grantings and including supply of necessary M.S. clamp 2.5cm x 3mm. (1 x1/8) fixed to walls with cement motar (1:2) and including supply of 15 cm (6) long 6mm. (1/4) dia nail all materials, labour and T& P. etc. required for proper completion of the work and also including repair of plaster pointing etc. if damaged during fixing of the pipes. 479 As per item No. 730 above but for 10.0 cm. PVC down pipe.(kissan/suprime make) 480 As per item No. 730 above but for 7.5 cm. PVC down pipe. .(kissan/suprime make) 481 As per item No. 730 above but for 5.00 cm. PVC down pipe..(kissan/suprime make) 482 Providing and injecting chemical for preconstruction anttermite treatment and creating and chemical barrier under and around the column pits wall trenches basement excavation top surface in plinth filling junction of wall and floor, along the external per meter of binding expansion joints surrounding or pipes and conduit etc. complete (plinth area of the building at ground floor only shall be measured as per I.S. 6313 (part II 1981) Aldrine emulsifiable concentrate or any other approved material such as heptachlor of chlordane will be used. The rate of application of chemical emulsion shall be as follows :- 1.Treatment for massonary and foundation 5 liters per sqm. 2.Back fill in immediate contact with foundation 7.5 liters per sqm. 3.Treatment of surface of plinth filling 5 liters per sqm. 4.Treatment of soil along external perameter of Building 7.5 liters per sqm 5. Treatment of soil under external parameter 5 liters per sqm. 483 Providing & injecting chemical for post Constructional anti termite treatment with drilling holes at junction of floor with walls & pillars, the application of chemicals shall be as per relevant I.S. code and the rate of application of chemical shall also be as provided in the I.S. code, including quarterly inspection and providing required treatment for one year. As direction by the Engineer-in-charge. 484 Consolidation of Kankar by hand rammer including opening out stacks sorting kankar into three sizes, repairing patches in existing road suface with kanker making medhi to retain water and ramming and also including carriage of metal upto 30 meters (100 ft.) carriage of water 200 metre supply and maintenance of barriers and all tools and plants required for proper completion of work, kankar to be supplied to the contractor free at site. 485 (A) As in item No. 752 above but 12 cm. (loose) thick coat of stone ballast. 486 (B) As in item No. 755 (a) above but excluding roller charges. 487 (D) As in item No. 755 (a) above but upto 10 cm. (loose) thick coat. 488 (E) As item No. 755 (b) above but upto 10cm. (loose) thick coat. but excluding roller charges. 489 Water allowance to be allowed on item No. 751 to 756 including carriage & cost of water where water is not available at site. 490 Dag belling 15cm (6) deep in one line aligned with flags and jhandies as directed by Engineer- in-charge. 491 Painting white/coloured traffic lines 8-15 cm. wide in three coats with approved road making paint (spirit base) as directed by the Engineer- incharge, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 492 Painting on divider 1 priming and two coats of enamel paint including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 493 As per item above but every coat after Ist coat and on old surface 494 Brick soling with strainght over burnt bricks laid flat and dry with brick edging on both sides including preparation of subgrade to prescribed camber and including supply of bricks, filling joints with local earth of P.I. 5 to 7, spreading blinding coat 1 cm (3/8) depth of local earth over the entire surface and including supply of all materials, labour Tools & Plants etc. required for proper completion of the work. 495 As in item No. 762(a) above but with bricks laid on edge. 496 M-150 Brick on edge pavement on parties with bricks, laid dry joints filled with local sand including preparation of base to proper slope, and its ramming, spreading layer of 1 cm. (3/8) depth of local sand over the subgrade and including supply of all materials, labour Tools &plants etc. required for proper completion of the work. 497 Renewing patries 1.5 metere wide including dressing surface filling upto 8cm (3) depth and making namunas, at every 15 metre apart on either side of the road true to patri template with side slopes of 1:2 etc. trenches for taking the earth to be so dug that they form a continuous side drain at road boundary. 498 Brick lining on both side of the road of M-150 bricks 7 cm. wide. 11 cm. deep, laid with mud mortar including labour & supply of bricks finished to the required template and in proper alignment and also including dressing and ramming the excavated earth as directed by the Engineer-in-charge. 499 Cleaning the existing painted /primed surface and laying premix 2cm. (3/4) thick over a tack coat with graded approved grit and bitumin (labour only) including heating the paint and grit to the required temperature and mixing either in mixer/ hand drum or by manual including cartage of materials, maintenance of side parties and watering them during operation for proper completion of the work as directed by the Engineer-in-charge . including labour charges for tack coat. 500 As in item No. 781 above excluding T&P and sundries etc. for departmental works. 501 As in item No. 781 above but in Patches. 502 As in item No. 781(a) but in Patches. 503 Cleaning the premix surface and laying seal coat with approved 6mm (1/4) graded grit and bitumin (labour only) including heating the paint to the required temperature and mixing either in mixer, hand drum including cartage of materials, maintenance of side parties and watering them during operation for proper completion of the work as directed by the Engineer-in-charge including all T&P and sundries to be arranged by the contractor but exculding roller charges and fuel wood. 504 As in item No. 783 above but in Patches. 505 Providing and applying primer coat over prepared surface of granular base with slow setting bitumen emulsion with spray set including cleaning of W.B.M. surface spreaying primer @ 0.6 kg/sqm (excluding emulsion) all labour T & P etc. as per MORT&H Specification. (labour rate only) in patches 506 Brick soling with straight over brunt bricks laid flat and dry (labour only) including preparation of subgrade to prescribed camber, filling joints with local earth spreading a blinding coat 1 cm (3/8) depth of local earth over the entire surface and including labour T&P etc.required for proper completion of the work.. 507 As in item No. 785 above but with bricks laid on edge. 508 Laying of Hume pipe in position (labour only) including labour and T&P etc. required for proper completion of the work NP-3 TYPE(i) 350 mm dia 509 Laying of Hume pipe in position (labour only) including labour and T&P etc. required for proper completion of the work NP-3 TYPE (ii) 600 mm dia 510 Laying of Hume pipe in position (labour only) including labour and T&P etc. required for proper completion of the work NP-3 TYPE(iii) 800 mm dia 511 Laying of Hume pipe in position (labour only) including labour and T&P etc. required for proper completion of the work NP-3 TYPE(iv) 900 mm dia 512 Laying of Hume pipe in position (labour only) including labour and T&P etc. required for proper completion of the work NP-3 TYPE(v) 1000 mm dia 513 Fixing of joints in hume pipe with juit and cement etc.including cost of all matrial labour and T&P etc. required for proper completion of the work, (i) 350 to 600 mm dia 514 Fixing of joints in hume pipe with juit and cement etc.including cost of all matrial labour and T&P etc. required for proper completion of the work(ii) 800 to 1000 mm dia 515 (a) Laying and Consolidation of stone ballast in soling. by hand rammer for Patches.(Labour rate only) including filling of pot holes including cartage of water within 200M distance and blinding etc. Complete. 516 (b) Laying and Consolidation of Brick ballast/ bats in soling. by hand rammer for Patches.(Labour rate only) including filling of pot holes including cartage of water within 200M distance and blinding etc. Complete. 517 Barricating with approved wooden ballies vertical 10cm. Dia and 2m long fixed in ground 45 cm Deep and 2m apart including 2 rows of horizontal ballies not less than 8cm Dia 45 cm apart centre to centre tied by narial rope including cartage of all material and also including hire charges of ballies complete as direction of Engineer In charge. For two days 518 As item above but for more than 02 days. 519 As per item above but with three rows of horizontal ballies. 520 Dismantling of old brick laid on edge kharanja including stacking of old bricks . 521 As per item above but bricks laid flat / C.C. Interlocking tiles 522 Providing & laying of hot applied thermoplastic compound 2.5 m.m. thick including reflectorising glass beads @ 250 gms./Sq.mt. area. Thickness of 2.5 mm. inclusive of surface applied glass beads as per I.R.C. 2.35. The finished surface must be level, uniform and free from steaks and holes.Supplying & laying of Empty cement bags 523 Supply of 60mm thick ISI marked confirming to IS: 15658-2006 I shaped mechanically compressed interloking cement concerete paver blocks, smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro- compression mechanism. high pressure and control vibration machine having plan dimension 200 x (160+120mm) with minimum 5mm thick topping of O.P. cement mixed with 25% marble powder. The Compressive strength of concerete paver block shall not be less than 35 MPa and 4.00 kg per nos including cost of all material labour T & P .(i. ) Grey (ii ) Color 524 Supply of 60mm thick ISI marked confirming to IS: 15658-2006 I shaped mechanically compressed interloking cement concerete paver blocks, smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro- compression mechanism. high pressure and control vibration machine having plan dimension 200 x (160+120mm) with minimum 5mm thick topping of O.P. cement mixed with 25% marble powder. The Compressive strength of concerete paver block shall not be less than 35 MPa and 4.00 kg per nos including cost of all material labour T & P .(i. ) Grey (ii ) Color 525 Supply of 80mm thick ISI marked confirming to IS: 15658-2006 I shaped mechanically compressed interloking cement concerete paver blocks, smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro- compression mechanism. high pressure and control vibration machine having plan dimension 200 x (160+120mm) with minimum 5mm thick topping of O.P. cement mixed with 25% marble powder. The Compressive strength of concerete paver block shall not be less than 40 MPa and weight 4.50 kg per No. confirming to IS: 15658- 2006 including cost of material, labour, T & P (i. ) Grey (ii ) Color 526 Supply of 80mm thick ISI marked confirming to IS: 15658-2006 I shaped mechanically compressed interloking cement concerete paver blocks, smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro- compression mechanism. high pressure and control vibration machine having plan dimension 200 x (160+120mm) with minimum 5mm thick topping of O.P. cement mixed with 25% marble powder. The Compressive strength of concerete paver block shall not be less than 40 MPa and weight 4.50 kg per No. confirming to IS: 15658- 2006 including cost of material, labour, T & P (i. ) Grey (ii ) Color 527 Supply of 100mm thick ISI marked confirming to IS: 15658-2006 I shaped mechanically compressed interloking cement concerete paver blocks, smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro- compression mechanism. high pressure and control vibration machine having plan dimension 200 x (160+120mm) with minimum 5mm thick topping of O.P. cement mixed with 25% marble powder. The Compressive strength of concerete paver block shall not be less than 50 MPa and weight 5kg per No. confirming to IS: 15658- 2006 including cost of material, labour, T & P .(i. ) Grey (ii ) Color 528 Supply of 100mm thick ISI marked confirming to IS: 15658-2006 I shaped mechanically compressed interloking cement concerete paver blocks, smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro- compression mechanism. high pressure and control vibration machine having plan dimension 200 x (160+120mm) with minimum 5mm thick topping of O.P. cement mixed with 25% marble powder. The Compressive strength of concerete paver block shall not be less than 50 MPa and weight 5kg per No. confirming to IS: 15658- 2006 including cost of material, labour, T & P .(i. ) Grey (ii ) Color 529 Providing and laying of interlocking concrete Block pavement having thickness 60 mm as per drawings and technical specification Clause 1504. (Exclusive G.S.B.) 530 Providing and laying of interlocking concrete Block pavement having thickness 80 mm as per drawings and technical specification Clause 1504. (Exclusive G.S.B.) 531 Providing and laying of interlocking concrete Block pavement having thickness 100 mm as per drawings and technical specification Clause 1504. (Exclusive G.S.B.) 532 Providing & supply gunny bags including cost of sand and stitching of bags and laying in position. 533 Laying of interlocking tiles (labour only) 534 Disposal or malba 535 primaxing carpet 20 mm 536 seal coat 537 earth work in filling 538 45-90 mm gauge stone ballast 539 53-22.4 mm gauge stone ballast 540 stone screening meterial 541 mild steel for rcc work 542 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. a) 15 mm dia. nominal outer dia Pipes 543 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Chargeb) 20 mm dia. nominal outer dia Pipes 544 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Chargec) 25 mm dia. nominal outer dia Pipes 545 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charged) 32 mm dia. nominal outer dia Pipes 546 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Chargee) 40 mm dia. nominal outer dia Pipes 547 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings, with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. a) 15 mm dia. nominal outer dia Pipes 548 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings, with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. b) 20 mm dia. nominal outer dia Pipes 549 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings, with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. c) 25 mm dia. nominal outer dia Pipes 550 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings, with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. d) 32 mm dia. nominal outer dia Pipes 551 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineerin- Charge. External work.. a) 15 mm dia. nominal outer dia Pipes 552 b) 20 mm dia. nominal outer dia Pipes 553 c) 25 mm dia. nominal outer dia Pipes 554 d) 32 mm dia. nominal outer dia Pipes 555 e) 40 mm dia. nominal outer dia Pipes 556 f) 50 mm dia. nominal outer dia Pipes 557 g) 62.50 mm dia. nominal outer dia Pipes 558 h) 75 mm dia. nominal outer dia Pipes 559 i) 100 mm dia. nominal outer dia Pipes 560 j) 150 mm dia. nominal outer dia Pipes 561 Providing and fixing brass stop cock ISI marked approved quality as per direction of Engineer-in- charge. a) 15 mm nominal bore 562 b) 20 mm nominal bore 563 Providing and fixing brass stop bib cock ISI marked approved quality as per direction of Engineer-in-charge. a) 15 mm nominal bore 564 b) 20 mm nominal bore 565 Providing and fixing ball valve (brass)ISI marked approved quality complete , High & low pressure with plastic floats complite as per direction of Engineer-in-charge.High or low pressure with plastic floats: a) 15 mm nominal bore 566 b) 20 mm nominal bore 567 c) 25 mm nominal bore 568 Providing and fixing C.P. brass bib cock of approved quality confirming to IS:8931 a) 15 mm nominal bore 569 Providing and fixing C.P. brass long nose bib cock of approved quality confirming to ISI standards and weighing not less than 810 gms. a) 15mm nominal bore. 570 Providing and fixing C.P. brass stop cock (concealed) of approved quality confirming to ISI standards IS 8931 a) 15mm nominal bore. 571 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality confirming to IS:8931 a) 15 mm nominal bore 572 Providing and placing on terrace (at all floor levels) polyethylene water storage tank lSI: 12701 marked(Sintex or equivalent) with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank complete as per direction of Engineer-in- charge. 573 Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm Sand Cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White glazed earthen ware(Indian Type)/Neycer W.C. Pan 580 mm Dia. 574 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 30x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : One urinal basin with 5 litre white P.V.C. automatic flushing cistern 575 Range of four urinal basins with 10 litre white P.V.C. automatic flushing cistern 576 Single half stall urinal with 5 litre PVC. automatic flushing cistern 577 Range of two half stall urinals with 5 litre PVC. automatic flushing cistern 578 Range of three half stall urinals with 10 litre PVC. automatic flushing cistern 579 Range of four half stall urinals with 10 litre PVC. automatic flushing cistern 580 Single squatting plate with 5 litre P.V.C. automatic flushing cistern 581 Range of two squatting plates with 5 litre P.V.C. automatic flushing cistern 582 Range of three squatting plates with 10 litre P.V.C. automatic flushing cistern 583 White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C. P. brass pillar taps 584 White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap 585 White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps 586 White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap 587 White Vitreous China Angle back wash basin of size 600x480 mm with single 15 mm C.P. brass pillar tap 588 White Vitreous China Angle back wash basin of size 400x400 mm with single 15 mm C.P. brass pillar tap 589 White Vitreous China Flat back wash basin size 450x300 mm with single 15 mm C.P. brass pillar tap 590 Providing and Fixing while vitreous china pedestal for wash basin completely at the back for the reception of pipes and fittings. 591 ProvidingandfixingStainlessSteelAISI 304 (18/8) kitchen sink as per IS 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required: Kitchen sink with drain board 510x1040 mm bowl depth 250 mm 592 510x1040 mm bowl depth 250 mm 593 510x1040 mm bowl depth 225 mm 594 510x1040 mm bowl depth 200 mm 595 470x420 mm bowl depth 178 mm 596 Long pattern W.C. pan size of 580 mm 597 Orissa pattern W.C. pan size 580x440 mm 598 Providing and fixing water vitreous china pedestal type (Eurepean type/wash down type) 599 Providing and fixing 8 mm dia C.P./ S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer–in- charge 600 Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS 7231, with all fittings and fixtures complete.10 litre capacity – white 601 Providing and fixing controlled flush, low level cistern made of vitreous china with all fittings complete. 10 litre (full flush) capacity-white 602 Providing and fixing P.V.C. waste pipe for sink or wash basin including PVCwaste fittings complete. Semi rigid pipe 32 mm dia / 40 mm dia 603 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 604 Providing and fixing soil, waiste and vent pipes: 100 mm dia Sand cast iron S&S as per IS - 3989 605 Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 606 Hubless centrifugally cast (wpun) iron pipes epoxy coated inside & outside IS 15905 75 mm dia meter 607 Sand cast iron S&S as per IS - 1729 608 Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 609 Hubless centrifugally cast (wpun) iron pipes epoxy coated inside & outside IS 15905 610 Cutting chases in brick masonry walls for following diameter sand cast iron/ centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 (1 cement :3 coarse sand :6 graded stone aggregate 12.5 mm nominal size), including necessary plaster and pointing in cement mortar 1:4 (1 cement : 4 coarse sand): 100 mm dia 611 75 mm dia 612 50 mm dia 613 White vitreous china dual purpose W.C. pan with white solid plastic seat and lid with white vitreous china flushing cistern and C.P. flush bend ISI Mark Kajaria eqvilent Indian made Brand. 614 Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting of flushing capacity 3 litre/6 litre (adjustable to 4 litre/ 8 litre), including seat cover and cistern fittings, nuts, bolts and gasket etc complete. ISI Mark Kajaria eqvilent Indian made Brand. 615 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300x300 mm size (inside) the weight of cover to be not less than 4.50kg and frame to be not less than 2.70 kg as per standard design. 100x100 mm size P type 616 with common burnt clay (non modular) bricks of class-150 150x100 mm size p type 617 with common burnt clay (non modular) bricks of class-150 618 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg 619 560 mm diameter C.I. cover (heavy duty) the weight of the cover to be not less than 108 kg 620 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality Square shape 450 mm internal dimensions 621 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality Circular shape 450 mm internal diameter 622 Square shape 450 mm internal dimension 623 Circular shape 500 mm internal diameter 624 Supplying and fixing C.I. cover 300x300 mm without frame for gully trap (standard pattern) the weight of cover to be not less than 4.5 kg 625 Providing and fixing toilet paper holder standrad size ISI marked C.P. brass as per direction Engineer-in-charge 626 Painting letters upto 2.5 cm. size including supply of all materials, labour & tools and plants etc. required for proper completion of the work. 627 As in item 817 above but size above 2.5 cm. but upto 8 cm. 628 As in item no. 817 above 8 cm. but upto 15 cm. 629 Repairing letters upto 2.50 cm. size including supply of all meterials labour and tool and plants etc. required for proper comletion of the work 630 As in item NO. 820 above but size above 2.5 cm. but upto 8 cm. 631 As in item NO. 820 above but size above 8 cm. but upto 15 cm. 632 Painting Border line upto 2.5 cm. wide 633 Painting Border line upto 2.5 cm. to 5 cm. wide 634 Re-Painting Border line upto 2.5 cm. wide 635 Re-Painting Border line upto 2.5 cm. to 5 cm. wide 636 Repainting and relettering number plates on ends of parapets of culverts and bridges and boader line in letters height from 2.5 cm. to 8 cm. with approved enamael paint of superior quality including supply of all materials, labour and T & P etx. required for proper completion of the work. 637 Repainting and relettering of K.M. stones as per IRC design (except 5th km. Stone) with approved enemal paint of superior quality including supply of all materials, labour and T & P etc. required for proper completion of the work. 638 As in item 832 above but 5th km. stone 639 As in item 832 above but 200 H.M. stone 640 Varnishing /Painting on chair /side rack with stand and such other items including all matrial labour T&P etc. complite for proper completion of the work. 641 Varnishing /Painting on Double bed including all matrial labour T&P etc. complite for proper completion of the work. 642 Varnishing /Painting on Singal bed/ Sofa/ Dining table including all matrial labour T&P etc. complite for proper completion of the work. 643 Cutting and repairing of walls or windows for fitting of window type A.C. inculding wooden bidding after fixing. 644 White washing and hirmichi washing of culverts and trees upto a distance of 5 M. from the edge of black top in three bends of 1 width at a height of 1 M. from the crown of the road on either side of road. including supply of all materials, labour, T & P etc. required for proper completion of the work. 645 (a) Same as above but with departmental labour 646 Retro-Reflectorised Traffic Signs Direction and place identification signs up to 0.90 sqm Size BoardProviding and erecting direction and place identification retro- reflectiorised sign as per IRC-67 made of high intensity grade sheeting the retro- reflecive sheeting type -IV shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67- 2012 & proof of the same in form of Government report shall be uploaded while quoting tender vide MOR&TH clause 801.3 fixed over aluminium sheeting 2mm thick with area exceeding 0.9 sqm supported on a miled steel single angle iron post 75x75x6 mm firmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 45x45x60 cm below ground level as per approved drawing complete. as per direction E- In- Charge Note : The Composite warranty jointly signed by original manufacturer & authorized converter of at least 7 years shall be furnished on non judicial stamp of required denomination both for retro reflective sheet and also complete signage. 647 Direction and place identification signsMore then 0.90 sqm Size Board Providing and erecting direction and place identification retro- reflectiorised sign as per IRC-67 made of high intensity grade sheeting the retro- reflecive sheeting type -IV shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67- 2012 & proof of the same in form of Government report shall be uploaded while quoting tender vide MOR&TH clause 801.3 fixed over aluminium sheeting 2mm thick with area exceeding 0.9 sqm supported on a miled steel single angle iron post 75x75x6 mm firmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 45x45x60 cm below ground level as per approved drawing complete. as per direction E- In- Charge Note : The Composite warranty jointly signed by original manufacturer & authorized converter of at least 7 years shall be furnished on non judicial stamp of required denomination both for retro reflective sheet and also complete signage. 648 Retro Reflective Signs (Type-IV Sheet) for single side Providing and fixing retro-reflective signboards comprising of customised modular PU Epoxy Coated MS angle iron frame work, aluminum composite panel (ACP) as base board. micro prismatic retro-reflective sheet and electro cut colored overlay film/latex printing. The horizontal and vertical members including inclined outer members of the MS frame module shall be made of pair MS angle iron. No panel size shall be more than one sqm and each panel shall be braced diagonally (one way only) with MS angle. The MS frame module shall have length not more than 3 mtr. The aluminum composite panel (ACP) shall have a thickness of 4mm with 0.5 mm thick skin of aluminum on both sides. The ACP shall be fixed on the MS frame with pop riveting or with self taping SS screws 5mm dia spaced not more than 300mm centre to centre ensuring that no riveting is seen on either face of the frame. On the front visible face of the ACP, micro prismatic retro-reflective sheet conforming to Type-IV of ASTM. D 4956-09 shall be pressure fixed. The retro-reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67 2012 & proof of the same in form of government report shall be uploaded with quoting tender. The rate include all materials, labour, equipments, fabrication, transportation, erection, installation and incidentals all complete as per direction of the Engineer-in-Charge. Signage on MS angle frame of (35x35x5)mm 649 Retro Reflective Signs (Type-IV Sheet) for both side Providing and fixing retro-reflective signboards comprising of customised modular PU Epoxy Coated MS angle iron frame work, aluminum composite panel (ACP) as base board. micro prismatic retro-reflective sheet and electro cut colored overlay film/latex printing. The horizontal and vertical members including inclined outer members of the MS frame module shall be made of pair MS angle iron. No panel size shall be more than one sqm and each panel shall be braced diagonally (one way only) with MS angle. The MS frame module shall have length not more than 3 mtr. The aluminum composite panel (ACP) shall have a thickness of 4mm with 0.5 mm thick skin of aluminum on both sides. The ACP shall be fixed on the MS frame with pop riveting or with self taping SS screws 5mm dia spaced not more than 300mm centre to centre ensuring that no riveting is seen on either face of the frame. On the front visible face of the ACP, micro prismatic retro-reflective sheet conforming to Type-IV of ASTM: D 4956-09 shall be pressure fixed. The retro-reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67: 2012 & proof of the same in form of government report shall be uploaded with quoting tender. The rate include all materials, labour, equipments, fabrication, transportation, erection, installation and incidentals all complete as per direction of the Engineer-in-Charge. Signage on MS angle frame of (35x35x5)mm 650 Retro Reflective Signs (Type-IV Sheet) for both side ACP shall be fixed on the MS frame with pop riveting or with self taping SS screws 5mm dia spaced not more than 300mm centre to centre ensuring that no riveting is seen on either face of the frame. On the front visible face of the ACP, micro prismatic retro-reflective sheet conforming to Type-IV of ASTM: D 4956-09 shall be pressure fixed. The retro-reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67: 2012 & proof of the same in form of government report shall be uploaded with quoting tender. The rate include all materials, labour, equipments, fabrication, transportation, erection, installation and incidentals all complete as per direction of the Engineer-in-Charge. Signage on MS angle frame of (35x35x5)mm 651 Retro-reflectorised Traffic sign as per IRC 67-2012Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC 67:2012 made of high intensity grade sheeting vide clause 801.3, fried over aluminum sheeting type-IV 1.5 mm thick supported on a mild steel angle iron post 75mm x 75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm below ground level as per approved drawing. The retro-reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67: 2012 & proof of the same in form of government report shall be uploaded with quoting tender. a) 90 cm equilateral triangle with diffinitation plate size (20 cm x 60 cm) 652 b) 60cm equilateral triangle with diffinitation plate size (20cm x 60cm) 653 c) 60 cm Circular with diffinitation plate (20 cm x 60 cm) 654 d) 80mm x 60mm rectangular with diffinitation plate (20cm x 50cm) 655 e) 60mm x 60mm rectangular with diffinitation plate (20cm x 50cm) 656 f) 60 cm x 60 cm square with diffinitation plate ( 20 cm x 60 cm) 657 g) 90 cm high octagon 658 h) 50 x 60 cm single chevron 659 i) 155 x 60 cm Double chevron 660 j) 30 x 90 cm (Left/Right) Object Hazard 661 k) 45 x 90 cm two way Object Hazard 662 l) 30 x 90 cm +45 x 78 cm Guarded/unguarded Railway crossing 663 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015 .The finished surface to be level, uniform and free from streaks and holes. Rates are inclusive of all taxes, royalty, etc. all T&P/machine material and labour required for proper completion of work. 664 Supply, fixing and hoisting of 6.00-7.00 m. spanCantilever Structure in position with one vertical post of 6.00 M. clear height from the top of R.C.C. foundation made of 300 mm. dia pipe welded with 10 mm thick MS plate at bottom supported with 10 mm thick MS plate stiffners & two nos. 8 mm thick MS plates at top welded with structure of 40 mm NB (M) pipe comprising of horizontal, vertical & bracing pipe of 32 mm NB (M) as per structural design requirements & approved drawing with vertical & lateral clearance given in clause 802.2 & 802.3 including one coat of primer and two coats of synthetic enamel paint on the whole structure & installed as per clause 802.7 over a designed support system made up of concrete including excavation, lean concrete 1:4:8 cement, coarse sand and approved 20 mm grit and R.C.C. 1:2:4 with cement, coarse sand and approved 20 mm grit complete for fixing the complete structure in position as per direction of E/I charge. With 7 years warranty. Rates include design, fabrication, supply, transportation and erection of the signage structure inclusive of all taxes, royalty, etc. all T&P/machine material and labour required for proper completion of the work. 665 Supply, fixing and hoisting of 12.00 - 15.00 M span Overhead Structure in position with two vertical posts of 6.00 M. clear height from the top of R.C.C. foundation made of 300 mm. dia pipe welded with 10 mm thick MS plate at bottom supported with 10 mm thick MS plate stiffeners & two nos.10 mm thick MS plates at top welded with structure of 50 mm NB (M) pipe comprising of horizontal, vertical pipe of 40 mm NB (M) and bracing pipe of 32 mm NB (M) as per structural design requirements and approved drawing with vertical and lateral clearance given in clause 802.2 and design, fabrication, supply, transportation and erection of the sign board and also inclusive of all taxes, oyalty, etc all T&P/machine material and labour required for proper completion of the work. 666 Reflective Raised Pavement Marker Providing and fixing of raised 667 Reflective Raised Pavement Marker with shanks Providing and 668 Supplying & fixing of Linear Delineator System (LDS)panels made of Micro prismatic Retro Reflective sheeting Type XI duly laminated on thin aluminium foil to a unique corrugated shape to provide retro reflection across wide range of observations and external angles. Each LDS panel should be of nominal length of 33 inch and each ridge shall be approximately 0.34 inch high. Each LDS panel is to be firmly fixed on existing Concrite / brick work with 16 Nos Fastner/ screw as per IRC 79-2019 -Rates are inclusive of all taxes, royalty,etc. all T&P/machine material and labour required for proper completion of work. 669 Providing & fixing of Bollard made (Single side) out of aluminium sheet 4mm thick welded poly shaped to make it monolithic pillar size 1200mm high Bollard is having a frame 900x600mm and 600mm dia for fixation made out of 35x35x5mm angle iron and from side is fully coverd fixing the complete structure in position as per direction of E/I. charge. With 7 years warranty. Rates include design, fabrication, supply, transportation and erection of the sign board and also inclusive of all taxes, oyalty,etc all T&P/machine material and labour required for proper completion of work. 670 Supply & fixing of Bollard (Double side) Made out of aluminium sheet 4mm thick welded poly shaped to make it monolithic pillar size 1200mm high Bollard is having a frame 900x600mm and 600mm dia for fixation made out of 35x35x5mm angle iron and from side is fully coverd. fixing the complete structure in position as per direction of E/I. charge. With 7 years warranty. Rates include design, fabrication, supply, transportation and erection of the sign board and also inclusive of all taxes, oyalty, etc all T&P/machine material and labour required for proper completion of work. 671 Metal Beam Crash Barrier 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 672 Metal Beam Crash Barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2.0 m high, 1.5 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete 673 TREE PLATE S/F Reflective tree plate having Size 15 Cm x15Cm, Consisting type XI sheeting over 1.5mm thick aluminium sheet including labour. Material T&P etc for proper completion of the work. 674 Cartage of Ballast, Kankar, Coal, Grit or Sand etc. including loading and unloading but excluding stackings on pucca roads. I st Km. 675 2 nd Km. 676 3 th Km. 677 4 th Km. 678 5 th Km. 679 6 th Km. 680 7 th Km. 681 8 th Km. 682 9 th Km. 683 10 th Km. 684 11 th Km. 685 12 th Km. 686 13 th Km. 687 14 th Km. 688 15 th Km. 689 16 th Km. 690 17 th Km. 691 18 th Km. 692 19 th Km. 693 20 th Km. 694 21 th Km. 695 22 th Km. 696 23 th Km. 697 24 th Km. 698 25 th Km. 699 26 th Km. 700 27 th Km. 701 28 th Km. 702 29 th Km. 703 30 th Km. 704 31st to 75 Km. 705 76st to 100 Km. 706 100st to 200 Km. 707 As in item (231) above but for cement, steel or other materials : Ist Km. 708 2nd and 3rd Km. 709 4th and 5th Km. 710 6th to 10th Km. 711 11th to 20th Km. 712 21st to 30th Km. 713 31st to 50th Km. 714 51 to 75 Km. 715 76th to 100 Km. 716 101st to 200 Km. 717 201st to 250 Km. 718 As in item (231) above but for tar, bitumen Asphalt, Mobile oil or other such materials 1st Km. 719 2nd and 3rd Km. 720 4th and 5th Km. 721 6th to 10th Km. 722 11th to 20th Km. 723 21st to 30th Km. 724 31st to 50th Km. 725 51st to 75 Km. 726 76th to 100 Km. 727 101st to 200 Km. 728 201st to 250 Km. 729 Cartage of brick/stone ballast, kankar coal shingle or sand etc. by head load upto 90 metres (3 chains) including loading and unloading but excluding stacking 730 Loading and unloading of materials like ballast, shingle, kankar, coal or grit etc. excluding their stacking. (a) Loading 731 Loading and unloading of materials like ballast, shingle, kankar, coal or grit etc. excluding their stacking. (b) Unloading 732 Unloading of cement, tar or bitumen drum lighter steel sections and other such materials from wagons and stacking the same on platform. 733 As in item No. 236 (a) above but for heavy articles like joist etc. machinery and unwieldly structures 734 Stacking of bricks on edge in row of two to a height of ten brick and in a length of 100 bricks after dressing levelling of the site as required where bricks are to be stacked. 735 Stacking of coal, surkhi, sand, lime, stone grit, stone/brick ballast & boulders etc. to the required sizes to stacks after necessary dressing of site where such materials are to be stacked. 736 237 (a) above but when the materials are either cement / steel. 737 Loading of cement, tar or bitumen drums, lighter sections of steel and other such materials into wagons. 738 As in item 238 (a) above but for heavy articles like joist, machinery and unwieldly structures. 739 Cartage of R.C.C. Hume pipe 30cm. to 46cm. dia and 1.8 meter to 2.5 metre in length (including collars for which nothing extra will be paid ) including loading and unloading. 1st Km. 740 2nd and 3rd k.m. 741 4th and 5th k.m. 742 6th to 10th k.m. 743 11th to 20 th k.m. 744 21st to 30 th k.m. 745 31st to 50 th k.m. 746 51st to onward k.m. 747 As in item No. 239 (c) above but for R.C.C. Hume pipe 50 to 95 cm. dia and 1.8 meter to 2.5 meter in length carriage to be done by truck or by thela. 1st Km. 748 2nd and 3rd k.m. 749 4th and 5th k.m. 750 6th to 10th k.m. 751 11th to 20 th k.m. 752 21st to 30 th k.m. 753 31st to 50 th k.m. 754 51st to onward k.m.
Contract Date: Jun 15, 2026 Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 10
Uttar Pradesh View Result →
2.
Public Administrative Department #11276744 Technical Bid
Tender for Labour Engaged For Desilting,Readjustment Of Manholes Covers, Diverting The Direction Of Water Dewatering During The Execution Of Work And Disposal Away From Site. , Dismantling Tile Work In Floors And Roofs Laid In Cement Mortar Including Stacking Material Within 50 Meters Lead For Thickness Of Tiles Above 25 Mm And Upto 40 Mm. , Dismantling Dressed Stone Work Ashlar Face Stone Work, Marble Work Or Precast Concrete Work Manually/By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Meters Lead As Per Direction Of Engineer-In-Charge , Dismantling Roofing Including Ridges, Hips Valleys And Gutters Etc., And Stacking The Material Within 50 Meters Lead. , Dismantling Of Flexible Pavement (Bituminous Courses) By Mechanical Means And Disposal Of Dismantled Material Upto A Lead Of 1 Kilometer, As Per Direction Of Engineer-In-Charge. , Dismantling Manually/ Mechanically Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Meters Lead As Per Direction Of Engineer-In-Charge: Bituminous Road. , Demolishing Cement Concrete Manually/By Mechanical Means Including Disposal Of Material Within 50 Meters Lead As Per Direction Of Engineer-Incharge:1:4:8 Or Leaner Mix (I/C Equivalent Design Mix) , Demolishing Lime Concrete Manually/By Mechanical Means And Disposal Of Material Within 50 Meters Lead As Per Direction Of Engineer-In-Charge. , Demolishing Brick Work Manually/By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Meters Lead As Per Direction Of Engineer-In-Charge:In Cement Mortar , Demolishing Cement Concrete Manually/By Mechanical Means Including Disposal Of Material Within 50 Meters Lead As Per Direction Of Engineer-Incharge: 15.2.1 1:3:6 Or Richer Mix (I/C Equivalent Design Mix) , Demolishing Reinforced Cement Concrete Work Manually/By Mechanical Means Including Stacking Of Steel Bars And Disposal Of Unserviceable Material Within 50 Meters Lead As Per Direction Of Engineer-In-Charge. , Demolishing R.B Work Manually/By Mechanical Means Including Stacking Of Steel Bars And Disposal Of Unserviceable Material Within 50 Meters Lead As Per Direction Of Engineer-In-Charge. , Earth Work In Excavation By Manual Means In Trenches For Foundations, Drains, Pipes, Cables Etc. (Not Exceeding 1.5 M In Width) And For Shafts, Wells, Cesspits And The Like Not Exceeding 10 Sqm On Plan, Including Dressing Of Sides And Ramming Of Bottoms Lift Upto 1.5 M, Including Getting Out Excavated Earth And Disposal Of Surplus Excavated Earth As Directed: All Kinds Of Soil : , Earth Work In Bulk Excavation By Mechanical Means (Hydraulic Excavator) Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 M2 On Plan) Including Disposal Of Excavated Earth Lead Upto 50 Meters And Lift Upto 1.5 M, As Directed By Engineer-In-Charge. All Kinds Of Soil : , Earth Work In Surface Excavation Not Exceeding 30 Cm In Depth But Exceeding 1.5 M In Width As Well As10 Sqm On Plan Including Disposal Of Excavated Earth, Leadupto50meterand Lift Upto 1.5M, As Directed By Engineer-In-Charge.All Kinds Of Soil : , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) In Trenches For Foundations, Drains, Pipes, Cables Etc. (Not Exceeding 1.5 M In Width) And For Shafts, Wells, Cesspits And The Like Not Exceeding 10 Sqm On Plan, Including Dressing Of Sides And Ramming Of Bottoms Lift Upto 1.5 M, Including Getting Out Excavated Earth And Disposal Of Surplus Excavated Earth As Directed, Within A Lead Of 50 Metres:All Kinds Of Soil : , Removal Of Excavated Mulba Dismantled Or Unserviceable Material From The Site Of Work By Mechanical Transport Or Animal Transport Or Otherwise Including Loading/Unloading(Complete Job) , Providing And Laying In Position Cement Concrete Of Specified Grade Including Curing But Excluding The Cost Of Centring And Shuttering. All Work Upto Plinth Level With:1:4:8 (1 Cement : 4 Coarse Sand : 8 Graded Stone Aggregate 40 Mm Nominal Size) , Providing And Laying In Position Cement Concrete Of Specified Grade Including Curing But Excluding The Cost Of Centring And Shuttering. All Work Upto Plinth Level With: 4.4.8 1:5:10 (1 Cement : 5 Coarse Sand : 10 Graded Stone Aggregate 40 Mm Nominal Size) , Providing And Laying In Position Cement Concrete Of Specified Grade Including Curing But Excluding The Cost Of Centring And Shuttering. All Work Upto Plinth Level With:1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size) , Providing And Laying In Position Cement Concrete Of Specified Grade Including Curing But Excluding The Cost Of Centring And Shuttering. All Work Upto Plinth Level With:1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size) , Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete Including Curing But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement. All Works Upto Plinth Level 1:1½:3 (1 Cement : 1½ Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size) , Providing And Laying Cement Concrete In Retaining Walls, Return Walls, Walls (Any Thickness) Including Attached Pilasters, Columns, Piers, Abutments, Pillars, Posts,Struts, Buttresses, String Or Lacing Courses, Parapets, Coping, Bed Blocks, Anchors Blocks, Plain Window Sills, Fillets Etcupto Floor V Level, Including Curing But Excluding The Cost Of Centring, Shuttering And Finishing With.1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size) , Reinforced Cement Concrete Work In Walls (Any Thickness) Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Upto Floor Five Level Including Curing But Excluding Cost Of Centering Shuttering, Finishing And Reinforcement. 1½:3 (1 Cement : 1½ Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size) , Providing And Laying In Position Ready Mixed M-25 Grade Concrete For Reinforced Cement Concrete Work, Using Cement Content As Per Approved Design Mix, Manufactured In Fully Automatic Batching Plant And Transported To Site Of Work In Transit Mixer For All Leads, Having Continuous Agitated Mixer, Manufactured As Per Mix Design Of Specified Grade For Reinforced Cement Concrete Work Including Pumping Of R.M.C. From Transit Mixer To Site Of Laying , Excluding The Cost Of Centering, Shuttering Finishing And Reinforcement Including Cost Of Admixtures In Recommended Proportions As Per Is : 9103 To Accelerate/ Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of The Engineer- In - Charge. Note: - Cement Content Considered In This Item Is @ 330 Kg/ Cum. Excess/ Less Cement Used As Per Design Mix Is Payable/ Recoverable Separately.All Works Upto Plinth Level , Providing And Laying In Position Ready Mixed M-25 Grade Concrete For Reinforced Cement Concrete Work, Using Cement Content As Per Approved Design Mix, Manufactured In Fully Automatic Batching Plant And Transported To Site Of Work In Transit Mixer For All Leads, Having Continuous Agitated Mixer, Manufactured As Per Mix Design Of Specified Grade For Reinforced Cement Concrete Work Including Pumping Of R.M.C. From Transit Mixer To Site Of Laying , Excluding The Cost Of Centering, Shuttering Finishing And Reinforcement Including Cost Of Admixtures In Recommended Proportions As Per Is : 9103 To Accelerate/ Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of The Engineer- In - Charge. Note: - Cement Content Considered In This Item Is @ 330 Kg/ Cum. Excess/ Less Cement Used As Per Design Mix Is Payable/ Recoverable Separately. All Works Above Plinth Level Upto Floor V Level , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form Work For: Foundations, Footings, Bases For Columns , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form Work For Retaining Walls, Return Walls, Walls (Any Thickness) Including Attached Pilasters Buttresses, Plinth And String Course Fillets, Kerbs Andsteps Etc. , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For: Lintel, Beams, Plinth Beams, Girders, Bressumers And Cantilevers , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For:Columns, Pillars, Piers, Abutments, Posts And Struts. , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For:Edges Of Slabs And Breaks In Floors And Walls , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For: Suspended Floors, Roofs, Landings, Balconies And Access Platforms. , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For: Arches, Domes, Vaults Upto 6 M Span , Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Above Plinth Level With Cold Twisted Bar , Steel Work Welded In Built Up Sections/Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer Using Structural Steel Etc. As Required.In Gratings, Frames, Guard Bar, Ladder, Railings, Brackets, Gates And Similar Works. , Structural Steel Work In Built Up Sections, Trusses And Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. Welded , Providing And Laying River Bed Material On The Road Surface By Way Of Spreading The Same In Uniform Layer Not Exceeding 20Cm In Depth, Watering And Compacting With Vibratory Power Road Roller Of 8-10 Tonne Capacity Incl Carriage Of Material From Source To Site Of Work (All Leads , Lifts Complete).The Measurement Is To Be Taken Of Compacted / Finished Work. , Filling Available Excavated Earth (Excluding Rock) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20 Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Upto 50 M And Lift Upto 1.5 M. , Surface Dressing Of The Ground Including Removing Vegetation And In-Equalities Not Exceeding 15 Cm Deep And Disposal Of Rubbish, Lead Upto 50 M And Lift Upto 1.5 M In -All Kinds Of Soil. , Providing And Fixing 60Mm Interlocked Paver Tile Over A Layer Of Cement Mortar 1:4 Mix Incl Filling Of Joints With Cement Mortar 1:3 (Complete Job) , Providing And Laying Factory Made Chamfered Edge Cement Concrete Paver Blocks In Footpath, Parks, Lawns, Drive Ways Or Light Traffic Parking Etc, Of Required Strength, Thickness & Size/ Shape, Made By Table Vibratory Method Using Pu Mould, Laid In Required Colour & Pattern Over 50Mm Thick Compacted Bed Of Sand, Compacting And Proper Embedding/Laying Of Inter Locking Paver Blocks Into The Sand Bedding Layer Through Vibratory Compaction By Using Plate Vibrator, Filling The Joints With Sand And Cutting Of Paver Blocks As Per Required Size And Pattern, Finishing And Sweeping Extra Sand Complete All As Per Direction Of Engineer-In-Charge. 80 Mm Thick cement concrete Paver Block Of M-30 Grade With Approved Color Design And Pattern. , 12Mm Cement Plaster Of Mix: 1 : 6 ( 1 Cement : 6 Fine Sand) , 12Mm Cement Plaster Of Mix: 1 : 4 ( 1 Cement : 4 Fine Sand) , Brick Work With Common Burnt Clay (Non-Modular) Bricks Of Class Designation 7.5 In Foundation And Plinth Including Curing In : Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand) , Extra For Brick Work With Common Burnt Clay Bricks/Cement Concrete Bricks In Superstructure Above Plinth Level Upto Floor Five Level , Tile Brick Masonry With Common Burnt Clay Tile Bricks Of Class Designation 10 In Foundation And Plinth Including Curing Complete In: Lime Mortar 1:1:1 (1 Lime Putty : 1 Surkhi : 1 Fine Sand) , Providing And Laying Bituminous Macadam Using Crushed Stone Aggregates Of Specified Grading Premixed With Bituminous Binder, Transported To Site By Tippers, Laid Over A Previously Prepared Surface With Paver Finisher Equipped With Electronic Sensor To The Required Grade, Level And Alignment And Rolling With Smooth Wheeled, Vibratory And Tandem Rollers As Per Specifications To Achieve The Desired Compaction And Density, Complete As Per Specifications And Directions Of Engineer-In-Charge. 50 To 100 Mm Average Compacted Thickness With Bitumen Ofgrade Vg-30 @ 3.5% (Percentage By Weight Of Total Mix) Prepared In Drum Type Hot Mix Plant Of 60-90 Tph Capacity , Supplying,Stacking, Laying, Spreading And Compacting Graded Stone Aggregate To Wet Bound Macadam (Wbm-Iii) With Graded Crushed Stone Aggregate Of Size 53Mm To 22.4 Mm In Uniform Thickness,Hand Picking , Rolling With Vibratory Roller 8-10 Tonne Capacity In Stages To Proper Grade And Camber,Applying And Brooming Requisite Type Screening / Binding Material To Fill Up Interstices Of Coarse Aggregate,Watering And Compacting To The Required Density.Complete Job , Providing And Applying Tack Coat Using Hot Straight Run Bitumen Of Grade - Vg-30, Including Heating The Bitumen, Spraying The Bitumen With Mechanically Operated Spray Unit Fitted On Bitumen Boiler, Cleaning And Preparing The Existing Road Surface As Per Specifications. On Bitumen Surface @ 0.50 Kg/Sqm. , Hand-Packing Stones In Wire-Crates; Excluding Cost Of Crates And Stones , Providing And Applying Tack Coat Using Hot Straight Run Bitumen Of Grade - Vg-30, Including Heating The Bitumen, Spraying The Bitumen With Mechanically Operated Spray Unit Fitted On Bitumen Boiler, Cleaning And Preparing The Existing Road Surface As Per Specifications.16.38.1 On W.B.M. @ 0.75 Kg/Sqm. , Providing And Laying Seal Coat Of Premixed Fine Aggregate (Passing 2.36 Mm And Retained On 180 Micron Sieve) With Bitumen Using 128 Kg Of Bitumen Of Grade Vg-30 Bitumen Per Cum Of Fine Aggregate And 0.60 Cum Of Fine Aggregate Per 100 Sqm Of Road Surface Including Rolling And Finishing With Road All Complete , 2.5 Cm Premix Carpet Surfacing With 2.25Cum And 1.12 Cum Of Stone Chippings Of 13.2 Mm And 11.2Mm Size Respectively Per 100 Sqm And 52 Kg And 56 Kg Of Hot Bitumen Per Cum Of Stone Chippings Of 13.2 Mm And 11.2 Mm Size Respectively Including A Tack Coat With Hot Straight Run Bitumen Including Consolidation With Road Roller Of 6 To 9 Tonne Capacity Etc. Complete (Tack Coat To Be Paid For Separately). Vwith Paving Asphalt Grade Vg-30 With No Solvent , 10Cm Thick (Average) Mud Phaska Of Damped Brick Earth On Roofs Laid To Slope Consolidated And Plastered With 25 Mm Thick Mud Mortar Mixed With Bhusa At 35Kg Per Cum Of Earth And Gobri Leaping With Mix 1:1 (1 Clay: 1 Cow Dung) And Covered With Specified Tile Bricks Grouted With Cement Mortar 1:3 (1 Cement: 3 Fine Sand) Mixed With 2% Of Integral Water Proofing Compound By Weight Of Cement And Finishing Neat. 12.25.1 With Common Burnt Clay (Non Modular) Brick Tiles Of Class Designation 10.0 , Providing And Fixing Precoated Galvanized Iron Profile Sheets (Size, Shape And Pitch Of Corrugation As Approved By Engineer-In-Charge) 0.50 Mm (+ 0.05 %) Total Coated Thickness With Zinc Coating 120 Grams Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns. Sheet Should Have Protective Guard Film Of 25 Microns Minimum To Avoid Scratches During Transportation And Should Be Supplied In Single Length Upto 12 Metre Or As Desired By Engineer-In-Charge. The Sheet Shall Be Fixed Using Self Drilling /Self Tapping Screws Of Size (5.5X 55 Mm) With Epdm Seal, Complete Upto Any Pitch In Horizontal/ Vertical Or Curved Surfaces, Excluding The Cost Of Purlins, Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. , Providing And Fixing Precoated Galvanised Steel Sheet Roofing Accessories0.50 Mm (+0.05 %) Total Coated Thickness, Zinc Coating 120 Grams Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns Using Self Drilling/ Self Tapping Screws Complete : 12.24.1 Ridges Plain (500 - 600Mm) 12.24.2 Flashings/ Aprons.(Upto 600 , Providing And Fixing 1Mm Thick M.S. Sheet Door With Frame Of 40X40x6mm Angle Iron And 3Mm M.S. Gusset Plates At The Junctions And Corners, All Necessary Fittings Complete, Including Applying A Priming Coat Of Approved Steel Primer. Using Flats 30X6mm For Diagonal Braces And Central Cross Piece. , Providing And Applying White Cement Based Putty Of Specified Thickness, Of Approved Brand And Manufacturer, Over The Plastered Wall Surface To Prepare The Surface Even And Smooth Complete. 2 Mm Thick , Wall Painting With Acrylic Emulsion Paint Of Approved Brand And Manufacture To Give An Even Shade. Two Or More Coats On New Work , Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture To Give An Even Shade. Two Or More Coats On New Work , Finishing Walls With Acrylic Smooth Exterior Paint Of Required Shade On New Work (Two Or More Coats Applied @ 1.67 Liter/10Sqm Over And Including Priming Coat Of Exterior Primer Applied @ 2.20Kg/10Sqm) , Providing And Laying Vitrified Floor Tiles In Different Sizes (Thickness To Be Specified By The Manufacturer) With Water Absorption Less Than 0.08% And Conforming To Is:15622 Of Approved Make, In All Colours And Shades, Laid On 20Mm Thick Cement Mortar 1:4 (1Cement :4 Coarse Sand) Including Grouting The Joints With White Cement And Matching Pigments Etc. Complete Size Of Tile 600X600 Mm , Chequerred Precast Cement Concrete Tiles 22Mm Thick In Footpath And Courtyard, Jointed With Neat Cement Slurry Mixed With Pigment To Match The Shade Of The Tiles, Including Rubbing, Cleaning And Curing Complete, On 20 Mm Thick Bed Of Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand) . Dark Shade Using Ordinary Cement. , Providing And Fixing 15 Mm Nominal Bore C.P. Brass Bib Cock Of Approved Quality Conforming To Is : 8931 , Providing And Fixing 15 Mm Nominal Bore C.P. Brass Long Nose Bib Cock Of Approved Quality Conforming To Is Standards And Weighing Not Less Than 810 Gms. , Pvc Bend , Providing And Fixing Of Pvc Pipe With All Fitting Complete Job , Providing And Fixing Of Pvc Pipe With All Fitting Complete Job , Providing And Fixing On Wall Face Un-Plasticized Rigid Pvc Rain Water Pipes Conforming To Is: 13592 Type A Including Jointing With Seal Ring Conforming To Is: 5382 Leaving 10 Mm Gap For Thermal Expansion. (I) Single Socketed Pipes 75 Mm Diametre , Providing And Fixing Of Pvc Including All Fitting With Complete Job , Providing And Fixing Of Towal Ring With All Fitting With Complete Job , Providing And Inserting Upvc Pipe ( Working Pressure4kg/ Cm2) Single Sockted Pipe 110 Mm Dia , Providing And Fixing G.I. Pipes Complete With G.I. Fittings And Clamps, Including Cutting And Making Good The Walls Etc.: Internal Work-Exposed On Wall 15 Mm Dia. Nominal Bore , Dumping Of Stone Including Cost Of Stone Filling, Including Supply Of Stone And Carriage Complete Job , Providing And Placing On Terrace (At All Floor Levels) Polyethylene Water Storage Tank Isi : 12701 Marked, With Cover And Suitable Locking Arrangement And Making Necessary Holes For Inlet, Outlet And Overflow Pipes But Without Fittings And The Base Support For Tank , Supply Of Wire Crates Of Approved Mesh Including Weaving Binding Sides And Partitionsand Binding Top After Filling Complete Job. , Extra For Every Additional Lift Of 1.5 M Or Part There Of Beyond 1.5 M Height For Hand-Packing Of Stones In Wire-Crates , Providing And Fixing Of Weep Hole With Pvc Pipe Of 100 Mm Dia Complete Job , Providing And Fixing Of Weep Hole With Pvc Pipe Of 110 Mm Dia Complete Job , Stone Work In Super Structure Upto Floor Five Level In Cement Mortar 1:6 ( 1 Cement :6 Coarse Sand) Including Pointing With Cement Mortar 1:2 ( 1 White Cement: 2 Stone Dust) With An Admixture Of Pigment Matching The Stone Shade And Curing Complete: White Sand Stone , Stone Work Plain Ashlar In Super Structure Upto Floor Five Level In Cement Mortar 1:3 ( 1 Cement :3 Coarse Sand) Including Centering, Shuttering And Pointing With Cement Mortar 1:2 ( 1 White Cement: 2 Stone Dust) With An Admixture Of Pigment Matching The Stone Shade And Curing Complete: Red Sand Stone B White Sand Stone , Plastering With Lime Surkhi Mortar Of 20Mm Thickness Including Preparation Of Mortar, Tamping, Curing, Prepared By Traditional Methods Including Mixing Of Gur, Tamarind Water, Dal Etc. As Per Tradition, The Work Is To Be Done With All Leads And Lifts, Surfaces To Be Plastered Shall Be Thoroughly Cleaned Of All Dust, Grease, Oil Etc. All Surfaces Should Be Kept Damp During The Progress Of Work. The Engineer-In-Charge Will Inspect And Approve All Preparatory Work. Curing To Be Done For 21 Days By Means Of Spraying , Roviding And Applying Lime Kara 1:2 (1 Lime: 2 Zikki Powder) Grinding Mortar With Grinding Mill/Manually On Lime Base, On All Flat Surface In Two Coats. First Coat Applying 3 To 4 M Thick And Curing Properly At Least 7 Days, Second Finishing Coat Done After 7 Days Of Previous Coat As Per Tradtional Practice (Thickness Not More Than 6Mm). , Providing Protective Coating Of Water Repellent Siloxane (Transparent In Color) Through Brush Or Spray Until Complete Impregnation Over Completely Cleaned And Dried Stone Or Plastered Surface To Reduce The Absorption Of Water , Taking Out Existing cement concrete Interlocking Paver Blocks From Footpath/ Central Verge, Including Removal Of Rubbish Etc., Disposal Of Unserviceable Material To The Dumping Ground, For Which Payment Shall Be Made Separately And Stacking Of Serviceable Material Within 50 Meter Lead As Per Direction Of Engineer-In-Charge. , Providing And Fixing Steel (White Powder Coated) Crescent Lock For Upvc Sliding Window/ Door With Necessary Screws Etc. Complete , Providing And Fixing Of Steel Banches , Providing And Fixing Glass Panes With Putty And Glazing Clips In Steel Door/ Windows/ Clerestory Window All Complete With 5.00Mm Thick Glass Panes Complete Job , Providing And Fixing Of Soap Dish , Providing And Fixing Inaugration Plate Including Writing Etc. Complete Job. , Carriage Of Materials By Mechanical Transport Including Loading / Unloading & Stacking Complete Sand For An Avg Distance Of 5 Kms , Carriage Of Materials By Mechanical Transport Including Loading / Unloading & Stacking Complete Stone Aggrigate For An Average Distance Of 7 Kms By Mt. , Carriage Of Materials By Mechanical Transport Including Loading / Unloading & Stacking Complete Brick For An Avg Distance Of 5 Kms , Electrification Items : Supply, Installation, Testing & Commissioning Of 5 Mtr Height Decorative Pole Made Of Galavnised Mild Steel Pipe Duly Polyurethane (Pu) Paint Coated With 1 Mtr. Long Double Arm Designer Bracket Is Made Of Round Tube Conforming To Is 1161. The Pole(Od Of 114.3Mm And Thickness-3.6Mm) With Bracket Is Given Pre-Treatment And Finished With Pu Paint Giving It A Pleasing Appearance And Antique Finish. Pole Shall Be Available To Hot Dip Galvanize The Tube Before Painting. Foundation Bolt Size Shall Be 20X600x4nos. With Base Plate Size 300X300x12mm. A Door Is Provided With Electrical Accessories (Connector, Bakelite Sheet And 6 annual periodical maintenance Single Pole Mcb, Cable Looping Termional For 4X4/6Sqmm Copper Cable). Aluminium Casting In Golden Ring Form At Bottom, Middle, Top Of The Pole. The Pole Will Be Supplied With Brackets And Luminaire Combinations To Suit The Requirement. Branding Name Shall Be Embossed At The Bottom Near Junction/Mcb Box. Sticker Not Allowed In The Form Of Company Branding. Pole Shall Be Supplied With Outdoor Post Top Luminaire Of 45 Watt Ip67 Mounted In Suspension Type Having An Approximate Size Of 460Mm Outer Diameter And 635Mm Height, Housing - Aluminium With Designer Steel Aesthetic Crown, Optical Grade Opal Injection Moulded/Clear Polycarbonate Diffuser And Graphite Grey Uv Resistant Colour,Constant Current Electronic, Driver Provided With High Voltage ,Open & Short Circuit Protection And Ambient Temperature -10C To +40C. Supply 150V- 240V Power Factor 0.95 ,Thd ≤ 20% Internal Surge Protection Of 4Kv With Following Specification Of Light Engine For 45W : 4500Lumens, Cct 3000K ±500 Cct ,Cri 70 And Lumen Maintenance Of L70 At 50000 Hours Ip 65 Connectors,Accessories Etc Complete With All Repects. Design Of Pole Should Be Such That It Should Maintains Proper Illumination On Both Side.(Analysis Attached) , Led Flood Light, Powder Coated Pressure Die Cast Aluminium (System Lumen Efficacy ≥105 120 Lm/Watt). Supplying, Installation, Testing & Commissioning Of Flood Light, Powder Coated Pressure Die Cast Aluminium Body With Built In Or Separate Driver As Per The Requirement With Driver Efficiency 85%, Input Voltage: Input Voltage: 140-270 Volt Ac, Frequency 50/60 Hz, Operating Temp Range -5 0C To 50 0C, Internal Surge Protection Of 5 Kv L,N,E As Per Iec 61000-4-5, Driver Efficiency 85%,Thd 10% As Per Iec 61000-3-2, P. F.≥0.95, Ip-66,Ik-10, Cri 70, Under Voltage And Over Voltage Protection, Emi-Emc As Per Cispr -15, Lenses For Beam Angle 30 Deg-120Deg As Per The Application And The Project Requirement., Suitable Tilt Able Fitting, Life Time (Led, Driver & Electrical Circuitry) Of Minimum 50000 Burning Hours With 70% Of Initial Lumen Maintained Till Life Ends As Per Lm80 Extrapolation Ies Tm-21-11 Report, Cct 3000°K / 4000°K / 5700°K /6500°K (As Per Ansi Bin) , Sdcm(Standard Deviation Color Matching) 5, Maximum Power Consumption Should Not More Than The Specified Rating And Fixture Shall Be Ofrelevant Bis Standard Complete In All Respect I/C External Connections With 1.5 Sq Mm Frls/Hffr, Pvc Insulated Copper Conductor Single Core Cable And Earthing Etc. As Required With Minimum 5 Year Oem Warranty. System Lumen Efficacy ≥105 120 Lm/Watt Output .Lm79 & Lm80 Test Report And All Testing Required For Led Fixtures As Per Bis Shall Be Submitted.. Shape Size And Cct Shall Be As Approved By Engineer-Incharge As Per Requirement. (Thermal Management: Heat Sink Of Aluminium Housing Such That Led Junction Temperature Shall Not Rise Above 90°C). 250 Watt , Led Linear Profile (Ac) Led Rgb/Rgbww/ Rgbnw/Rgba/Rgbw, Linear Profile / Wall Washer Luminaire For Façade Lighting With Aluminium Extruded/ Die Cast Housing With Inbuilt Driver Of Following Wattage. Wattage Per Meter 25W , Supply, Installation, Testing & Commissioning Of 1.1 Grade, 4Cx10 Sqmm Al. Armoured Xlpe Sheathed Cable Including Termination (Along With Lugs) , Providing And Fixing Of Gi Pipe 50 Mm Dia , Feeder Pillar 1 Phase 2 Wire, 415V, 1Nos Of 100 Amps Incoming Sp Mccbs Fitted With Outgoing 04 No 32 Amps Sp Mcbs For Service Connections, Distribution Service Pillar Suitable For Outdoor Installation , Made Out Of Crca Sheet Painted Through 7-Tank Process With Pu Painted Busbars 2P, Aluminium With Heat Shrinkable Sleeves And Adequate Capacities Complete With All Accessories 4 Way Distribution Service Pillar. Support Galvanised Angle Frame And Legs (40Mm X 40 Mm X 3Mm) For Distribution Feeder Pillar With Leg Height 1M With 0.3M In Soil Approx [email protected] Per Mtr, Earthing Complete By Gi Pipe 40 Mm Or Gi Rod 20Mm 2.5 Mtr Long Through Gi Strip.Cement Grouting For Support Angle Legs, Spares @ 3%, Erection Charges @10%, Overheads @ 5% (1.0% T&P 0.5% Storage And Handling , 3% Contingency And Safety Equipments, 0.5% Insurance) And Turnkey Factor @25% With Astronomical Timer. , Earthing With Copper Earth Plate 600Mm * 600Mm * 3 Mm Thick Including Accessories, And Providing Masonry Enclosure With Cover Plate Having Locking Arrangement And Watering Pipe Of 2.7 Meter Long Etc. With Charcoal/Coke And Salt As Required. , Wiring For Light Point/Fans Point/Exhaust Fan Point/ Call Bell Point With 1.5 Sq.Mm Frls/Hffr Pvc Insıslated Copper Conductor Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit, With Modular Switch, Modular Plate, Suitable Gf Box And Earthing The Point With 1.5 Sq.Mm Frls/Hffr Pvc Insulated Copper Conductor Single Core Cable Etc. As Required. Group-A , Add For Vetting Charges Consultency And Contigencies @ 2.5 %
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 2
Jammu And Kashmir View Result →
3.
Rural Development #11141295 Price Bid
Tender For Lift Irrigation Scheme At Vihir (V.P.Lake) Tal. Akole, Dist. Ahilyanagar.- 1 Sub work no. 1 : Flooting PumpItem no. 1 : Designing, Manufacturing, Providing, Supplying and installing the floating platform suitable for operation & operation in inland water confirming Indian register of shipping rules for dump barge/Pontoon including forming suitable base for installation.Pontoon for 2 Nos of Submersible Pump Set 10 BHPPontoon Size 3 x 3 M 2 Item no. 2 : Designing, Manufacturing, Providing, Supplying and installing the HDPE Walkway. Size - 0.5x0.5x0.4 mtr Weight of the pontoon - 28kg /sq m (+/- 5%), Capacity- 350 kg/ sq m, Mass density not less than 0.953 g/cm3, Colour-Blue/ Grey,MOC- 100% Virgin Grade HD.Walkway 3 Item no. 3 : Supply and Installation of SS flexible. MOC - SS, Length - 6 mtr,SS Single braided with both side MS flange fitting.Pipe Dia 100 MM 4 Item no. 4 : Supply and Installation of Pipe Floater, Shell : High impact Polyethylene , PU foam filled, UV stabilized Raw Material, Color : Orange.Pipe Floater 5 Item no. 5 : Supply and Installation of marine chainChain Dia ( 8 mm ) 6 Item no. 6 : Supply and Installation of RCC BlockAnchor Block 7 Sub work no. 2 : Pump HouseItem no. 1 : Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. 8 Item no. 2 : Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distace of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. 9 Item no. 3 : Providing and laying in situ following grades of Plain Cement concrete of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including normal dewatering, form work, compaction and curing, etc, complete. Use of L & T, A.C.C.,Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.)PCC 1:2:4 (M-150) 10 Item no. 4 : Providing uncoursed rubble masonry of trap/ granite/ quartzite/ gneiss stones in cement mortar 1:6 in foundations and plinth of inner walls/in plinth of external walls including bailing-out water manually, striking joints on unexposed faces and watering complete. 11 Item no. 5 : Providing and laying in situ, cement concrete M-15 / 1:2:4 of trap / granite / quartzite / gneiss metal for foundation and bedding including bailing-out water manually, formwork, compacting, covering newly laid concrete by gunny bag, plastic or tarpaulin, curing etc. complete. (Wooden planks / shuttering will not be allowed) Spec. No. : Bd.E.1 Page No. 287 / IS 456:2000 12 Item no. 6 : Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete. 13 Item no. 7 : Providing Bricks masonry in cement mortar 1:6 using Iind class Clay bricks in superstructure including striking joints, raking out joints, watering and scaffolding complete. 14 Item no. 8 : Providing and laying Cast in situ/Ready Mix cement concrete M- 20 of trap / granite /quartzite/ gneiss metal as per detailed designs and drawing or as directed including centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural complete, with fully automatic micro processor based PLC with steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial SandA) For R.C.C. columns Footing 15 B) For R.C.C. columns 16 C) For R.C.C. Beam & Lintel 17 D) For R.C.C. Chajja 18 E) R.C.C. slabs 19 Item no. 9 : Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete.Spec. No.: Bd.L.7 Page No. 369 20 Item no. 10 : Providing internal cement plaster 20mm. thick in two coats in cement mortar 1:3 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing complete. Spec. No. : Bd.L.4 Page No. 368 21 Item no. 11 : Providing and fixing steel frame door of angle 50 x 50 x 6 mm with mild steel bars 16 mm dia. horizontally at 10mm c/c for ventilator portion including iron hold fast boxes for fixing shutters including welding, finishing, painting etc. complete. 22 Item no. 12 : Providing and fixing solid core flush door shutter commercial in single leaf 30 mm thick without ventilator commercial type of exterior grade as per detailed drawings with wrought iron hold fast, stainless steel Hinges and cromium plated fixtures and fastenings and handles on both sides and finishing with oil painting 3 coats complete. Spec. No.: Bd-T-36, Page No. 500 23 Item no. 13 : Providing and fixing steel window of various sizes as per detailed drawing without hot dip zinc coating, without ventilators, including fabricating / glazing with plain /obscured glass panels of approved type and quality, iron oxidised fixtures and fastenings, finishing with oil painting two coats complete (with guard bars 12 mm square at 10 cm c/c.) 24 Item no. 14 : Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations,slabs, beams columns, canopies, staircase, newels, chajjas,lintels pardis, copings, fins, arches etc. as per detailed designs,drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. 25 Item no. 15 : Providing and laying 25mm to 30mm thick rough Shahabad Stone Flooring and of required width in plain / diamond pattern on a bed of 1:6 C.M. including cement float, striking joints, pointing in cement mortar 1:3, curing and cleaning etc. complete. 26 Item no. 16 : Providing and applying white-wash in two coats on old/ new plas­tered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing & brooming down complete. 27 Item no. 17 : Providing & applying washable oil-bound distemper of approved colour and shade to old & new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) complete. 28 Item no. 18 : Providing and applying two coats of water proof cement paint of approved manufacture and of approved colour to the plastered surfaces including scaffolding if necessary, excluding primer coat cleaning and preparing the surface, watering for two days complete. 29 Sub work no. 3 : Pumping Machinery (Mechanical Work)Item no. 1 : Providing erecting and giving test of 150 mm dia Submersible Pump sets conforming to IS 8034 and motor conforming to 9283. Pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and Bronze impeller. Motor suitable for working on 415V+10%, 3 Ph., 50 Hz., A.C supply with Cable guard, thrust carbon/fiber bearing to with stand entire hydraulic thrust, waterproof winding shall be provided. The Pump set shall be suitable for direct coupling. Pump shall have suitable outlet as per manufactures design. Anti thrust stream lined non return valve shall be provided with the pump. Suitable suction strainer shall also be provided. 3 core, single/double run copper conductor submersible type flat cable 3m and 2 pairs of erection clamps 65mm width 10mm thick shall be provided along with the pump. Rates per pump up to 8 Stages are as below.A) SubmersiblePump 200 mm dia (with Bronze/ Stainless steel(CF8M) Impeller) up to 8 stages set 30 HP 30 B) Submersible pumpset 10 BHP 150 mm Dia 31 Item no. 2 : Supply rate should be increased per stage for pump with more than 15 stage 32 Item no. 3 : Vertical drop pipe 150 mm GI Heavy Duty 33 Item no. 4 : GI bend B Class 150 mm 34 Item no. 5 : GI TEE B Class 150 mm 35 Item no. 6 : M.S. Flange. 36 Item no. 7 : Rate analysis of Cubical Panel board for Pure water 37 Item no. 8 : a) PVC submersible cable 3 core 35 sq mm 38 b) PVC cable 3.5 core 25 mm 2 (Armoured Cable) 39 Item no. 9 : Auto transformer Starter with air break contactor ( Locally Fabricated ) Cubical Panel Size 1.25 m height X 0.75 m width X 0.45 m deep. 40 Item no. 10 : Sluice Valve (PN - 1.6) 150 mm dia 41 Item no. 11 : Reflux Valve (PN - 1.6) 150 mm dia 42 Item no. 12 : Providing earthing with galvanized iron earth plate size 60 x 60 x 0.6 cm complete with all materials, testing & recording the results as per specification no. EA-EP 43 Item no. 13 : Supplying and erecting aluminium strip of required sizes used for earthing on wall and/or any other purpose with necessary aluminium clamps fixed on wall painted with bituminous paint in an approved manner with joints required. As per specification no EA-EP. 44 Item no. 14 : Tools 45 Sub work no. 4 : RCC GSRItem no. 1 : Designing (aesthetically), and constructing RCC ground service reservoirs / RCC sumps in M-300 mix. of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab top RCC roof slab / or dome, 20 mm thick cement plaster with water proofing compound in CM 1:3 proportion. to inside face of the container,including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 M, all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout, over flow and bye-pass arrangement consisting of C.I./ M.S. D/F. pipes, specials and valves of given diameters, providing and fixing accessories such as Stainless Steel ladder inside and outside, C.I. Manhole frame and cover, water top slab, B.B. masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per IS code and providing three coats of Acrylic emulsion with Silicon additives Paint to all expose surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specifications. A) RCC GSR (MBR) 40,000 Litres 46 B) RCC GSR 20,000 Litres 47 C) RCC GSR 20,000 Litres 48 D) RCC GSR 20,000 Litres 49 Item no. 2 : Providing & supplying ISI standard CI double flanged pipesA) Inlet Pipe & washout pipes 100 mm CID/F 50 B) Inlet Pipe & washout pipes 150 mm CID/F 51 Item no. 3 : Providing and supplying ISI standard CIDF specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make) from inside and outside including all taxes (Central and local), octroi, inspection charges, transportation to stores / site, and stacking, etc. complete. 52 Item no. 4 : Providing and supplying double flange sluice valves confirming for IS 2906/14846 including warn gear arrangement as per test pressure stainless steel spindle caps including all statutary duties and taxes such as GST levied by Gol and GoM in all respect , transportation etc complete.Sluce Valve 150mm Dia. 53 Item no. 5 : Lowering laying and jointing in position following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including not bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of sluice valves)Sluce Valve 150mm Dia. 54 Sub work no. 5 : Raising MainItem no. 1 : Providing D.I. pipes (push on joints pressure pipes of D. I. of following class and diameters confirming to the I. S. specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality ) excluding GST levied by GOI & GOM in all respect including Third party inspection charges of TPI Agency approved by MJP including Transit insurance, Railway Freight, Unloading from railway wagon, Loading into Truck, Transportation to departmental store, unloading, stacking etc. completed as directed by Engineer in charges (IS 1536/2001 for pipes and IS 158/1969 and IS 12820/1989 or latest edition/ revision with amendments for Rubber Gaskets.DI Pipe 200 mm Dia K-7 Class 55 Item no. 2 : Providing G.I./P.V.C/HDPE/D.I. Specials as per standard specifications & direction of incharge Engineer. (2.5% of Item No.1) 56 Item no. 3 : Providing, erecting, connecting double flanged short body pattern tye manually operated Butterfly Valve having body, disc and end cover in graded cast iron to IS 210 Gr. CF 200 generally conforming in BS 5155, Synthetic rubber faced ring secured on disc by retaining ring with stainless steel screw stub shaft of stainless steel riding in Teflon bearings excluding C.C. foundation/ structural steel support confirming to IS 3095-1991.Sluice valves+Sluice valve for washout 150 mm Dia 57 Item no. 4 : Providing & supplying ISI mark CI D/F reflux valve (Non- return valve) of following dia including all taxes (central and local ), railway freight, inspection charges unloading from railway wagon, loading into truck, transportation upto department stores/site, unloading, stacking etc. complete. reflux valves as per I.S.5312 part I (1984)Reflux valves 150 mm Dia 58 Item no. 5 : Providing and supplying Air valves as per IS-10845 and MJP’s standard specifications of approved mark and quality of following diameters including all taxes (Central and local), railway fright, inspection charges unloading from railway wagons, loading into truck, transportation upto departmental stores/ site, unloading and stacking etc. complete.Air valves 50 mm Dia 59 Item no. 6 : Excavation for foundation/ pipe trenches in earth, soils of all types, sand gravel and soft murum, including removing the excavated material upto a distance of 50 meters & lifts as below, stacking & spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. 60 Item no. 7 : Excavation for foundation/ pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back- filling, etc. complete. 61 Item no. 8 : Excavation for foundation/ pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. 62 Item no. 9 : Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. Lift 0 to 1.5 M 63 Item no. 10 : Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means. (Bd-A-6/259) Chissling 64 Item no. 11 : Filling in plinth and floors murum bedding in trenches with approved murum from foundation 15 cm to 20 cm layers including watering and compaction complete. 65 Item no. 12 : Lowering Laying & jointing D.I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test, etc complete either underground or in vertical position, as directed by Engineer-in-charge.DI Pipe 200 mm Dia K-7 Class 66 Item no. 13 : Lowering laying and jointing in position following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including not bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of sluice valves)Sluice valves+Reflux valve+Sluice valve washout 150 mm Dia 67 Item no. 14 : Lowering, Laying and fixing in proper alignment and position all types of C.I. Air valves as directed by Engineer in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc complete.Air valves 50 mm Dia 68 Item no. 15 : Providing and fixing in position air valve shaft including providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providing PCC block of M-150 concrete 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M-150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve over the shaft excluding cost of air valve and branch flanged air valve tee. etc. complete as per type design and as directed by Engineer-in-charge for following diameters of pipe lines (type design attached.)upto 150 mm on Murum & harder strata 69 Item no. 16 : Providing and laying in situ following grades of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering, form work, compacting and curing, finishing etc. complete.a) 1:2:4 (M-150) grade for Thrust Blocksb) 1:2:4 (M-150) grade for encasing 70 Item no. 17 : Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, including excavation, B.B. masonry in C.M. 1:5 proportion 12 mm thick cement plaster in cm 1:4 proportion on both sides with providing and fixing C.I. manhole frame and cover in RCC 1:2:4 coping or cm thick slab etc. complete as directed by Engineer-in-charge.Size 0.90 x 0.60 x 1.20 m 71 Item no. 18 : Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete 72 Item no. 19 : Hydraulic testing of D. I. pipe line to specified pressure including cost of all materials and labour and water for testing for the length upto 1km using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments,labour operation charges etc. required for testing, The rates under this item shall also include cost of retesting if necessary and reinstating to original postion.DI Pipe 200 mm Dia K-7 Class 73 Sub work no. 6 : Gravity Main SystemItem no. 1 : Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 /14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete.A) 160 mm Dia HDPE Pipe 6 Kg/sqcm 74 B) 200 mm DiaHDPE Pipe 6 Kg/sqcm 75 Item no. 2 : Providing G.I./ P.V.C./ HDPE Specials as per standard specifications & direction of incharge Engineer. (3% of Item No.1) 76 Item no. 3 : Providing, erecting, connecting double flanged short body pattern tye manually operated Butterfly Valve having body, disc and end cover in graded cast iron to IS 210 Gr. CF 200 generally conforming in BS 5155, Synthetic rubber faced ring secured on disc by retaining ring with stainless steel screw stub shaft of stainless steel riding in Teflon bearings excluding C.C. foundation/ structural steel support confirming to IS 3095-1991.Sluice valves+Sluice valve for washout 100 mm Dia 77 Item no. 4 : Excavation for foundation/ pipe trenches in earth, soils of all types, sand gravel and soft murum, including removing the excavated material upto a distance of 50 meters & lifts as below, stacking & spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. 78 Item no. 5 : Excavation for foundation/ pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back- filling, etc. complete. 79 Item no. 6 : Excavation for foundation/ pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. 80 Item no. 6 : Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. Lift 0 to 1.5 M 81 Item no. 7 : Filling in plinth and floors murum bedding in trenches with approved murum from foundation 15 cm to 20 cm layers including watering and compaction complete. 82 Item no. 8 : Lowering, Laying and Jointing H. D. P. E./ M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part IIA) 160 mm Dia HDPE Pipe 6 Kg/sqcm 83 B) 200 mm DiaHDPE Pipe 6 Kg/sqcm 84 Item no. 9 : Lowering laying and jointing in position following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including not bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of sluice valves)Sluice valves+ Sluice valve washout 100 mm Dia 85 Item no. 10 : Providing and laying in situ following grades of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering, form work, compacting and curing, finishing etc. complete.a) 1:2:4 (M-150) grade for encasing 86 Item no. 11 : Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, including excavation, B.B. masonry in C.M. 1:5 proportion 12 mm thick cement plaster in cm 1:4 proportion on both sides with providing and fixing C.I. manhole frame and cover in RCC 1:2:4 coping or cm thick slab etc. complete as directed by Engineer-in-charge. Size 0.6 x 0.45 x 0.9 m 87 Item no. 12 : Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete 88 Item no. 13 : Hydraulic testing of H. D. P. E./ M. D. P. E. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position.A) 160 mm Dia HDPE Pipe 6 Kg/sqcm 89 B) 200 mm DiaHDPE Pipe 6 Kg/sqcm 90 Item no. 14 : Providing and fixing board displaying information, such as Name of work, Tender cost, Name of Contractor, Work completion and liability period etc, having rectangular shape of 1.20 m x 0.90 m size made out 18 gauge (1.25 mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border /messages /symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x35 x3 mm frame with properly cross braced M.S.angles of size 35 mm x 35 mm x 3 mm duly painted including Two M.S.angle iron posts of size 65 mmx 65 mmx 6 mm, 3.65 m long painted withal ternate black and white bands of 25 cm width including all fixtures etc. and fixing the boards in1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete.Spec. Number As directed by Engineer in Charge MORTH 801 Please Enable Macros to View BoQ information
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 4
Maharashtra View Result →
4.
Educational and Research Institute #10967168 AOC
Equipment For Civil Lab Equipment For Civil Lab, Basic Civil Lab, Transport And Highway Lab, Advance Structural Lab , Equipment For Basic Civil Engineering Laboratory (Sheet 1) , Equipment For Advanced Structural Testing Laboratory(Sheet 2) , Equipment For Transportation & Highway Laboratory (Sheet 3) , Service(Sheet 4)-1 1 Concrete Mixer, Pan Type 2 Mould, Cast Iron, for 150mm Cube with ISI marked and NABL calibration Certificate 3 Beam Mould, 100mm x 100mm x 500mm 4 Beam Mould, 150mm x 150mm x 700mm 5 Cylindrical Mould, Cast Iron, Split Lengthwise 150 mm diameter x 300mm high 6 Mould, Steel, for 70.6mm cube with ISI Mark and NABL calibration Certificate 7 Tamping Rod 8 Vibrating Table 9 Slump Test Apparatus 10 Consistometer (Vee Bee Consistometer) 11 Flow Table, Motorized 12 Compaction Factor Apparatus 13 Concrete Penetrometer, Spring Type 14 Air Entrainment Meter Capacity 0.005m3 (5 liters) suitable for aggregate size up to 38mm 15 Curing Tank for 6/24moulds of 150mm/70.6mm size with NABL Calibration Certificates 16 Accelerated Curing Tank for 6 moulds of 150mm size with NABL Calibration Certificates 17 Capping Set, Vertical, for capping 150mm dia cylinders and cores 18 Concrete Permeability Apparatus 19 Compressor for Permeability Apparatus 20 Air Permeability Apparatus (Blaine type) 21 Vicat Apparatus 22 Le-Chatelier Mould 23 Le-Chatelier Water Bath with Controller 24 Le-Chatelier Flask 25 Shrinkage Bar Mould with NABL Calibration Certificate 26 Cement Autoclave 27 Length Comparator, Digital 28 Flow Table, Electric Operated 29 Automatic/Manual Digi Mortar Mixer Capacity 4.75litre 30 Vibration Machine, with built-in Digital Timer, NABL Calibrated 31 Gauging Trowel 32 Gauging Trowel 33 Sieves Set (Course) 34 Sieves Set (Fine) 35 Concrete test Hammer 36 Automatic Compression Testing Machine 37 Flexure Test Attachment 38 RCPT (4 CELL MODEL) 39 Drying Shrinkage 40 Carbonation Test Chamber 41 1000kN Beam Testing Set Up 42 Pycnometer 43 Pull off tester 44 Hot Air Oven 45 Sieve shaker (Motorized) 46 Sieve shaker (Motorized) 47 Electronic Weighing Balance with Legal Metrology Test Certificate 48 Electronic Weighing Balance with Legal Metrology Test Certificate. 49 Electronic Weighing Balance with Legal Metrology Test Certificate. 50 Electronic Weighing Balance with Legal Metrology Test Certificate. 51 Electronic Weighing Balance with Legal Metrology Test Certificate. 52 Impact of Jet on Vanes Apparatus 53 Orifice Meter Apparatus 54 Flow Over Notch Apparatus 55 Friction in Pipelines Apparatus 56 Venturimeter Apparatus 57 Orifice & Mouthpiece Apparatus Bernoullis Theorem Apparatus 59 Reynolds Apparatus60 Metacentric Height Apparatus 61 Study of Pipe Fittings, Sudden Enlargement & Contraction Apparatus 62 Force Vortex Apparatus 63 Pelton Wheel Turbine Test Rig 64 Francis Turbine Test Rig 65 Reciprocating Pump Test Rig 66 Standard Penetration Test (SPT) 67 `A Drill Rod, 1m long complete with adaptor 68 Dynamic Cone Penetration Test Apparatus (DCPT) 69 `A Drill Rod, 1m long complete with adaptor 70 Hand Operated Extractor 38mm mm dia specimen 71 Sampleject-5000, Hydraulic sample extruder, Electronic cum hand operated 72 Speedy Moisture Meter, Range 0-25% (Gauge Div.:0.5%) with digital weighing balance 73 Infra-Red Moisture Meter 74 Liquid Limit Device, motorised, with Casagrande grooving tools and gauge block 75 Liquid Limit Device, Hand Operated, with Casagrande grooving tools and gauge block. 76 Plastic Limit set comprising of glass plate, Brass rod, Spatula, Moisture Tin & Porcelain Dish. 77 Shrinkage Limit Set 78 Universal Penetrometer 79 Penetration Test Cone 80 Penetration Test Cup, 55 mm dia x 50 mm deep 81 Pycnometer 82 Andreasen Pipette Stand 83 High Speed Stirrer New Model 84 Hydrometer, Range: 0.995 to 1 Measuring specific gravity of liquid against buoyancy. Used for particle size analysis of fine grain soil less than 75-micron size 85 Plummet Balance 86 Unconfined Compression Tester for load measurement 87 Digital Direct Shear Test Apparatus, 2kN 88 Compaction Test Apparatus, Manual -Light Compaction made of Mild Steel 89 Compaction Test Apparatus, Manual-Heavy Compaction made of Mild Steel 90 Universal Automatic Compactor with Mild Steel compaction mould 91 Relative Density Apparatus 92 Soil Permeability Apparatus 93 Overhead Tank, made of steel, approx., 37.5cm dia x 1m high 94 Grooved M.S. Plate, 30cm x 30cm square x 25mm thicks + Plate bearing Apparatus with Load Truss of 500kN 95 (Plate Bearing Apparatus) 96 Core Cutter 97 Triaxial Shear Test Apparatus 98 Sand Replacement Method Apparatus 99 Van Shear apparatus 100 Electronic Three Gang Bench Type Consolidometer Front Loading 101 Hot Air Oven 102 Sieve shaker (Motorized) 103 Field CBR Test Apparatus with Proving Ring and Dial Gauge 104 BOD Incubator 105 Turbidity Meter 106 pH Meter 107 Conductivity meter 108 Portable UV Visible Spectrophotometer 109 Dissolved Oxygen meter 110 Portable COD meter 111 TSS analyser 112 TDS Analyzers 113 Particulate Matter Sampler 114 Hot Air Oven 115 Muffle Furnace 116 Digital Colony Counter 117 Water bath 118 Open Reflux COD Digester 119 Electronic Weighing Balance 120 Electronic Weighing Balance 121 Infrared thermometer 122 Microscope 123 Magnetic Stirrer with hot plate 124 Jar Test Apparatus Flocculator 125 Test tube 126 BOD Bottle 127 Porcelain dish 128 Measuring cylinder 129 Filter Paper 130 Burette 131 Burette stand with rod, clamp & boss head 132 Needle Vibrator 133 Vibratory hammer 134 Concrete specimen cutter 135 Curing Tank 136 Accelerated Curing Tank 137 Compressor with Nozzle 138 Deep Refrigerator 139 Refrigerator 1 Thickness Gauge 2 Length Gauge 3 Aggregate Impact Tester 4 Crushing Value Apparatus 5 Los Angeles Abrasion testing machine with counter 6 Density Basket 7 Buoyancy Balance 8 Universal Penetrometer 9 Penetration Cone 10 Bitumen Penetration Kit 11 Ring and Ball Apparatus 12 Thermometer IP 60C 13 Thermometer IP 61C 14 Thermometer IP 8C, Range 0°C to 45°C 15 Thermometer IP 9C, Range 40°C to 85°C 16 Thermometer IP 10C, Range 76°C to 122°C 17 Cannon Manning cum Cannon Fenske Viscometer bath with Vacuum Pump 18 Cannon Manning Vacuum Viscometer Tube, Size 6 19 Cannon Manning Vacuum Viscometer Tube, Size 7 20 Cannon Manning Vacuum Viscometer Tube, Size 12 21 Cannon Manning Vacuum Viscometer Tube, Size 13 22 Thin Film Oven/Loss on Heating Oven 23 Rolling Thin Film Oven 24 Flash Point (Closed) Pensky-Martens Apparatus 25 Thermometer IP 15C Range 5°C to +110°C 26 Thermometer IP 16C Range 90°C to +370°C 27 Flash Point (Open) and Fire Point, PenskyMartens Apparatus 28 Thermometer IP 15C Range 5°C to +110°C 29 Thermometer IP 16C Range 90°C to +370°C 30 Specific Gravity Bottle 31 Ductility Testing Machine with Digital Temperature Indicator 32 Centrifuge Extractor with NABL Calibration Certificate. 33 Marshall Apparatus, 50kN Single Speed 4 Diameter Sample 34 Pavement Core Drilling Machine 35 Diamond Core Bit 36 Asphalt Mixer, 5 L Capacity 37 Skid Resistance Tester 38 Asphalt Mixer Theoretical Density Meter 39 Modified Roughness Indicating Machine (MERLIN) 40 Bump Integrator with pre-set facility and CRRI calibration certificate 41 Pavement Dynamic Cone Penetrometer 42 Film Stripping Device 43 Saybolt Viscometer 44 Mastic Asphalt Tester 45 Serological Water Bath, Double Walled, with Digital Controller Cum Indicator and Stirring Arrangement 46 Brookfiled Viscometer 47 Thin Film Oven 48 Ignition Oven Asphalt Content Tester with IRC Accreditation. 49 Marshal Automatic Compactor 50 Roughometer (wireless) 51 Radar Gun 52 Helium Pycnometer 53 Laboratory Hot Plate 54 Sieve shaker (Motorized) 55 Sieve shaker (Motorized) 1 SCHMIDT Live N 2 Rebound Hammer Sensor Kit (For Rock) Ultrasonic Pulse Velocity 4 Profometer Rebar Detection & Cover Meter with 5 yrs. software subscription 5 Diamond Core Drilling Machine for Concrete 7 Structure Scan Mini LXT for Concrete Scanning 8 Pile Integrity Test 9 PIT-W Professional Software 10 Impact Echo 11 Light Weight Deflect meter 12 Falling Weight Deflectometer 13 Non-nuclear density gauge (for Soil) 14 Non-Nuclear Asphalt Density Gauge 15 Resistivity Meter (1-D) 16 Electrical Resistivity Imaging system & IP-System 17 Single channel & Multichannel Seismograph 18 Ground penetrating Radar (GPR) 19 Microtremor (Passive Seismic monitoring 20 Pneumatic Adhesion Tensile Strength Testing Instrument (PATTI 21 Electronic Weighing Balance with Legal Metrology Test Certificate. 22 Electronic Weighing Balance with Legal Metrology Test Certificate.
Contract Date: May 05, 2026 Contract Value : ₹ 7.71 Crore
Government Departments No of Bidders 1
Assam View Result →
5.
Public Administrative Department #10816372 Price Bid
Tender for Mud disposal and easy transportation of soil and gravel work from asphalt road to Girra ki Dhani ki and Gram Panchayat Abhaneri
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 2
Rajasthan View Result →
6.
Rural Development #10775743 Price Bid
Tender For Rahera Village Retrofitting Water Supply Schemetq. Motala Dist Buldana - Trial Bore 2 Taking Trial Bore (Core Bore Sampling) by Calyxe machine with TCT/NX bits together undisturbed strata samples for investigation in all types of strata soft soil, murum, hard murum with boulders, soft rock hard rock & quartizite etc. The item includes all Hire & running cost of Callyx Machine conveying all materials to site of work excluding conveyance of callyx, machine and back sampling all over burden strata in glass jar and core samples serially numbered at site in a wooden Core Box, Samples to be taken at 1.0 m interval and conveying to the place as directed by Engineer-in-charge, The diameter of bore in overburden shall be 100 mm and of NX size (50mm) in other strata. The item shall also include M.S. casing pipe of 2.5 mm thick plate in overburdern only and shall be 1.0 m above GL with cap over it. 3 In Overbuden 4 In Weathered Rock with Boulder 5 In Weathered Rock/ Soft Rock 6 In Hard Rock other than quartzite 7 Supply Well 6.0 x 15.0 Mtr Deep 8 Excavation in general in Soft material comprising ofsoft soil ,hard murum with boulders etc as required in wet or dry condition for head worksincluding removing the excavated material upto a distance of 50m beyond area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling etc complete. 9 Lift0.00to 1.50 m 10 Lift1.50to 3.00 m 11 Lift3.00to 4.50 m 12 In the Submergence of Dam 13 Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock etc by blasting / controlled blasting, chiselling as required in wet or dry condition for Head works i.e. Intake well connecting pipe, Jack well, Pump House, supply well etc. for lift 0 to 1.5 and lead of 150 m including baricating, quarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge excluding refilling. 14 In the Submergence of Dam 15 Lift4.50to 6.00 M. 16 Lift6.00to 7.50 M. 17 Lift7.50to 9.00 M. 18 Lift9.00to 10.50 M. 19 Lift 10.50 to 12.00 M. 20 Lift 12.00 to 13.50 M. 21 Lift 13.50 to 15.00 M. 22 Providing and laying in situ 1:2:4 (M-150) grade of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering from work, compacting and curing, finishing etc. complete with initial lift of 1.50m below / above ground level. 23 P.C.C M150 For Foundation 24 Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) 25 Footing in M300 26 Lift 5.00 to 10.00 27 Providing and casting in situ C.C. of trap/ granite/ quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, from work, compaction, finishing the formed surface with CM 1:3 of sufficient minimum thickness to necessary or roughening if special finish is tobe provided and curing etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use for L&T, ACC, Ambuja, Birla Gold, Manikgad, Rajashree etc. cement is permitted excluding M.S. or Tor reinforcement)For RCC M-300 grade slabs / Landings / Vertical Walls/ Waist Slabs / Steps for Staircase. 28 Walling ( Lift 0.00 to 5.00 m.) 29 Walling ( Lift 5.00 to 10.00 m.) 30 Beam(Lift 0.00 to 5.00 m.) 31 Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15cm layers with all leads and lifts including consolidation, surcharging etc. complete. 32 Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing of water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel ) etc. complete. 33 Providing and fixing in position steel bar reinforcement of various diameter for RCC pipes, caps, foootings, foundation, slabs, beams, columns, canopies, staircase, newels, chajjas, lintels, pardies, copings, fins, arches, etc as per detailed designs, drawing and schedules including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required etc. complete. ( including cost of binding wire ) Tor steel. 34 Lift 0.00 to 5.00 35 Lift 5.00 to 10.00 36 Providing structural steel work in single stanchions composed of RSJ, channel etc with caps, bases, mild steel plates, angles, brackets cleats, gusset plates, anchor bolts, etc as per detaild design and drawing or as directed by Engineer-in-charge including cutting, fabrication, hoisting, erecting, fixing in position, making riveted/ bolted/ wided connections and one coats of anticorrosive paint and over it two coats of oil painting etc complete. 37 Carrying out recuparation / Yield test for ascertaining the discharge of constructed well / excavated profile as directed by Engineer - In - Charge. The test carried out by drawing down water from the well / profile below normal / subsoil water level upto full depth rise is recorded. The normal water level / subsoil water level / subsoil water level in the well / profile as well as strainer / suction level at pump as per design of W.S. Scheme shall be recorded prior to the test including cost of all materials, overload, labours etc. complete as directed. 38 Switch room 2.50 x 2.50 x 3.0 Mtr 39 Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed forfoundation and excluding backfilling, etc. complete. 40 Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. roadremoving the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-incharge, normal dewatreing, preparing the bed forfoundation and excluding backfilling, etc. complete. 41 Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road by all means including removing the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. 42 Providing dry trap/granite/gnesis/quartizite Rubble stone soling 15 cm to 20 cm thick including hand packing etc complete 43 Providing and laying in situ following grades of Plain Cement concrete of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including normal dewatering, form work, compaction and curing, etc, complete. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) etc complete. 44 Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, plywood form work, bully/steel propups, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) 45 A) For RCC Foundation 46 B) RCC Column 47 C) RCC Beam 48 D) RCC Chajjas 49 F) Top Slab 50 Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases. newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete. (including cost of binding wire). 51 Lift 0.00 to 5.00 M 52 Providing second class Burn brick Masonary with convential/Indian standard brick in cm 1:6 in superstructure including striking joints, racking out joints ,watering and scaffolding complete. 53 providing and fixing steel frame of angle50 x50 x 6 mm size for Door And Windows with 16 mm with mild steel bars horizontally at 10 cm/c/c for ventilator portion and at 15 cm c/c for remaining portion etc complete. 54 Providing and Fix Steel windows of Various sizes as per detailed drawing without hot dip zinc coating,ventilators,including fabricating/ glazing with pain/obscured glass panels etc Completd. 55 Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15 cm to 20cm layers including watering and compaction complete. 56 Providing internal cement plaster 12 mm thick in single coat in CM 1:4 without neeru finish to concrete or brick surfaces, in all position etc completed 57 Providing internal cement plaster 20 mm thick in single coat in CM 1:4 without neeru finish to concrete or brick surfaces, in all position etc completed 58 providing and applying water proofing treatment using Acrylic polymer modified cement based water proofing coating with fibre glass mesh mixing at the rate of powder to liquid(2:1) by weight covering 9 to 10 Sqm/Kg etc complete. 59 Providing and laying Polished Shahabad Stone flooring 25 mm to 30 mm thick and required width wide inplain/diamond pattern on a bed of 1:6 C.M.including cement float,filling joints, with neat cement slurry, curing, polishing and cleaning etc. complete. 60 Providing and applying Two Coatsof Water proof cement paints of approved colour and shed to new surfaces in two coats included scaffolding and preparing the surface (Excluding primer coat) etc Completed 61 providing and applying Washable Oil Bound Distemper in two coats in old/newplastered or masonary surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing and blooming down complete. 62 Providing and applying Two Coats of lead/zinc base Oil Paint bituminious paint of approved to new structural steel work and iron work in building including scaffolding if necessary ,cleaning and preparing the surfaces. 63 Swith room electrification (2TL + 1 Plug ) 64 Pure Water Pumping Machinery 7.5 HP &Head 48M 65 Providing, errecting and giving test of submersible Pump set confirming to I.S. 8034 and motor confirming to I.S. 9283 with water proof wiring, pump shall be suitable for 64m delivery head and discharge of 4.90 LPS with stainless steel shaft, motor suitable for working 415V(+/-) 10%, 3 Phase, 50 Hz AC supply with cable guard, thrust carbon bearing to withstand entire hydraulic thrust. The pump shall be suitable for direct coupling with suitable suction, straining pump should have suitable discharge outlet as per manufacturers design. Stream lined non return valve shall be provided with pump, 3m submersible copper conductor cable and 2 pair of erection clamps, 65mm width, 150mm Dia thick shall be provided with each pump. 66 7.50HP Submerssible Pumpset 67 17562LPH Discharge 68 48Head in M. 150 MM Dia. 69 Providing ISI mark G.I. pipe of following class and dia.excluding GST levied by GOI and GOM in all respect including inspection charges, transportation to stores, etc. complete as per IS-1239/2004. 70 100mm Dia. G.I. Pipe ( Heavy ) 71 Lowering, laying and jointing G. I. pipes and specialsof following class and diameter including conveyance from stores to site of works, all labour, etc. complete either underground or in vertical position, as directedby Engineer-in-charge. 72 100mm Dia. G.I. Pipe ( Heavy ) 73 Providing and Fixing ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.Reflux valves as per I.S.5312 Part I (1984) 74 100 mm dia Non return valve PN -1.60 75 Providing & fixing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test pressure,stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. 76 100mm dia sluicevalve PN -1.60 77 Providing & fabricating of suitable size base frame for submerssible pump sets. 78 Supplying errecting G.I. pipes A grade errected for enclosing armoured cable 25 mm diafor underground and above ground cable with etc. complete to cover the cable all over. 79 25 MM Dia G.I.Pipe 80 Making trench in soft soil of suitable width & depth for laying provided L.T cable up to 10 sq.mm complete.As per specification No. CW-EXN-CTR 81 Providing and fixing L.T. Panel comprising of ameter, voltmeter switches capacitor, water level guard etc. 82 7.5HP Pump 83 Providing & fixing electric cable ( flat ) 25 mm² for submerssible pump complete. 84 3 Core 10 Sqmm 85 Providing and supplying ISI standard CI flanged / S& S specials excluding GST levied by GOI & GOM in all respect including railway freight, insurance, unloading from railway wagon, loading into truck transport to departmental store, unloading stacking etc. complete. 86 EARTHINGSupplying & errecting galvanised cast iron earth plate size 60 x 60 x .6 cm complete with all materials , testing as per specification No.EA-EP 87 Providing & making flanged joints to flanged C.I pipes of all classes/specials etc including cost of all jointing materials ( rubber packing,nut bolts etc),labour,hydraulic testing etc complete. 88 100mm dia 89 Providing & fixing 100 mm dia. Pressure gauge. 90 Iyeze mobile Auto pro to monitor Pump. 91 Rising Main 110mm dia PVC 6 kg/cm2 ,L-2565 Mtr 92 Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 including all local and central taxes, transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores / site and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvemt cement, etc. complete (selffit type to be jointed with cement solvent). 93 110 mm dia 6kg/sq.cm 94 Providing ISI mark GI Pipe of followin classand dia excluding GST levied by GOI GOM in all respect, inspection charges,transportation to stores,etc completed as per IS-1239/2004 Note:One coupler Shall be provided with each full length of pipe cost of which is included in rates below 95 100 mm dia (M) 96 Providing and supplying Air Valves as per IS-14845 and MJP’s standard specifications double orifice type combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including insurance,third party inspection charges, loading, loading, transportation upto departmental stores, excluding 97 50mm dia Double BallAir Valve 98 Providing and supplying PVC/C.I / G.I. Specials as directed by Engineer in charge etc complete 99 (As Per General Note ) 100 Excavation for foundation / Pipe Trenches inall types of strata including removing the excavated material upto a distance of 50mtrs. And lift as below stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding back filling etc. complete. ( Average Strata) 101 Lowering laying and jointing with P.V.C. pipes and spcials of Class and diameter including cost of conveyance from stores to site of work including cost of all labour, material except cement solvent, rubber ring, giving satisfactory hydraulic testing as per IS code, etc. complete. (with cement solvent joint / ring fit joint), 102 110 mm dia 6 kg/sq.cm 103 Lowering ,laying and jointing G.I Pipes and specials of following class and dia including conveyance from store to site of works ,all labour etc complete.Complete either underground or in vertical position,as directed by Engineer in Charges. 104 100 mm dia (M) 105 Hydraulic testing of PVC pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting , placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments,labour,operation charges etc required for testing. the rateunder this item shall also include cost of retesting,if necessary and reinstalling to original position etc complete. 106 110 mm dia 6 kg/sq.cm 107 Hydraulic testing of G.I pipe line to specified pressure including cost of all materials and labour and water for testing for specified length upto 1Km using reciprocating type pumpswhich should be able to provide specified test pressure gauges andother necessary equipment,labour operation charges etc.required for testing, The rates under this item shall also include cost of retesting if necessary and reinstallingto origineal position. 108 100 mm dia (H) 109 Refilling the trenches with available excavated stuff with soft material first over pipelines and then hard material in 15cm layers with all leads and lifts including consolidation surcharging etc complete. 110 Providing and fixing in position air valve shaft including providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee,providing PCC block of M-150 concrete, 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M-150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve tee, etc.complete as per type design and as directed by Engineer -in- charge for following diameters of pipe lines (type design attached.) 111 Up To 150 mm 112 Replacing & Extended Existing Distribution System 113 Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 including all local and central taxes, transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores / site and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvemt cement, etc. complete (selffit type to be jointed with cement solvent). 114 110 mm dia 4kg/sq.cm 115 90 mm dia 4kg/sq.cm 116 Providing and supplying ISI mark G.I pipes of following class and dia.exclusing GST levied by GOI and GOM in all respect including inspection charges,transportation to stores etc complete as per IS-1239/2004 117 80mm Dia GI Pipe Medium class 118 Providing double flangessluice valve confirming for IS-14846 including worn gear arrangements as per testpressure, stainless stell spindle,caps including inspection charges, treansporation upto departemental store, undloading, stacking excluding GST levied by GOI GOM in all respect etccompletd. 119 65 mm dia CIDF Sluice valve 120 80 mm dia CIDF Sluice valve 121 100 mm dia CIDF Sluice valve 122 Providing and supplying PVC/C.I / G.I. Specials as directed by Engineer in charge etc complete 123 (As Per General Note ) 124 Excavation for foundation / Pipe Trenches inall types of strata including removing the excavated material upto a distance of 50mtrs. And lift as below stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding back filling etc. complete. ( Average Strata) 125 Lowering laying and jointing with P.V.C. pipes and spcials of Class and 90mm diameter including cost of conveyance from stores to site of work including cost of all labour, material except cement solvent, rubber ring, giving satisfactory hydraulic testing as per IS code, etc. complete. (with cement solvent joint / ring fit joint), Working Pressure 4 Kg./Sqm 126 110 mm dia 4kg/sq.cm 127 90 mm dia 4kg/sq.cm 128 Loweing and Laying and joiting with pvc Pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour,material except cement solvent, rubber ring giving satisfactory hydraulic testing as per IS Code etc complete (with cement solvent joint/ ring fit joint working pressure 4Kg/cm2) 129 80mm Dia GI Pipe Medium class 130 Hydraullic testing ofPVC pipe line to specified pressure including cost of all material and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipements, labour,operation charges, etc required for testing. The rate under this item shall also include cost of retesting, if necessary and retesting to original position 131 110 mm dia 4kg/sq.cm 132 90 mm dia 4kg/sq.cm 133 Hydraulic testing of G.I pipe line to specified pressure including cost of all materials and labour and water for testing for the length upto 1KM using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipment, labour,operation charges etc. required for testing. The rates under this item shall also include cost of retesting 134 80mm Dia GI Pipe Medium class 135 Lowerin,Laying and jointing valves and specials of following class and diameter including conveyance from stores to site ofworks,all labour.giving satisfactory hydraulic test etc complete either underground or in vertical position as directed by Engineer- in -charges 136 65mm dia CIDF Sluice Valve 137 80mm dia CIDF Sluice Valve 138 100mm dia CIDF Sluice Valve 139 Providing and fixing C.I.Road Box Including loading unloading and carting to site of work including all necessary excavation in all types ofstrata and fixing in murum packing etc complete 140 100mm x 225mm (20KG/NO) 141 Refilling the trenches with available excavated stuff with soft material first over pipelines and then hard material in 15cm layers with all leads and lifts including consolidation surcharging etc complete. 142 Trial And Run 143 Commisioning running and maintaining the scheme to quantites, rated capacity, including manning necessary personnel such as operator, valveman, etc. as per requirements of the scheme and who should also administer chemical dose for a period of 1 month for individual scheme and 3 months for regional scheme, together with training of personnel spared by MJP/ Local Body and handing over the scheme to Local Body after completion of the above period as directed by Engineer-inchargea) For single village Without WTP 144 Note:Required chemicals to be supplied byDepartment free of cost and electricity bill willalso be paid by the Depertmen 145 a) For single village Without WTP 146 Miscellaneous Works 147 Providing and erecting chainlink fencing 1.6M .height with G.I. chainlink of size 50x50mm,8 gauge thick and fixed 75 mm above ground level on vertical M.S.Angles of 40x40x6 mm size, includind excavating pits for foundation and embedded in C.C.block of 1:4:8 mix of size 450x450x670mm. at 1.75M.c/c with iron bar 16mm dia as hold fast including welding link with angle frame at 30 cm c/c with nuts and bolts and horizontal M.S. Angle sattopand bottom of 25x25x5 mm size and vertical M.S .flat 35x5mm and 25x5 mm horizontal including crosss upport of 40x40x6mm angles both side at every corner or bend embedded in concrete blocks of 1:4:8 of size 450x450x670 mm including 3 coats of oil painting etc. complete 148 Providing and fixing M.S. gate 2.5 M wide for compound with 40 mm dia M.S.black pipe medium class, approved grill work, RCC M - 150 side pillars of 25 cm x 40 cm x 2.5 M height, its foundation, finishing, painting etc. complete
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
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7.
Rural Development #10758789 Price Bid
Providing Materials For Retrofitting Of Pwss At Kopara Tq Arni Dist Yavatmal , Providing And Supplying In Standard Lengths Isi Mark Rigid Unplasticised Pvc Pipes Suitable For Potable Water With Solvent Cement Joints Including Cost Of Couplars As Per Is Specification No. 4985 / 1988 Including Taxes Such As Gst Levied By Goi And Gom In All Respect Transportation, Freight Charges, Inspection Charges, Loading, Unloading, Conveyance To The Department Store / Site And Stacking The Same In Closerd Shed Duly Protected From Sun Rays And Rains Including Cost Of Jointing Material I.E. Solvent Cement Etc Complete. ( Selffit Type To Be Jointed With Cement Solvent ) Working Pressure 90 Mm Dia 4 Kg / Sqcm , Providing And Supplying In Standard Lengths Isi Mark Rigid Unplasticised Pvc Pipes Suitable For Potable Water With Solvent Cement Joints Including Cost Of Couplars As Per Is Specification No. 4985 / 1988 Including Taxes Such As Gst Levied By Goi And Gom In All Respect Transportation, Freight Charges, Inspection Charges, Loading, Unloading, Conveyance To The Department Store / Site And Stacking The Same In Closerd Shed Duly Protected From Sun Rays And Rains Including Cost Of Jointing Material I.E. Solvent Cement Etc Complete. ( Selffit Type To Be Jointed With Cement Solvent ) Working Pressure B ) 75 Mm Dia 4 Kg / Sqcm , Providing Isi Mark Gi Pipe Of Following Class And Diameter Including All Isatutory Duties And Taxes Suc As Levied By Goi And Gom In All Respect Insection Charges, Transportation To Stores, Etc Complete As Per Is 1229 / 2004 A ) 80 Mm Dia Medium Class , Providing Isi Mark Gi Pipe Of Following Class And Diameter Including All Isatutory Duties And Taxes Suc As Levied By Goi And Gom In All Respect Insection Charges, Transportation To Stores, Etc Complete As Per Is 1229 / 2004 B ) 65 Mm Dia Medium Class , Providing, Laying And Fixing Pvc And Gi Specials Of Appropriate Class And Diameter Such As Tee, Bend, Couplar And Other Necessary Accessories Etc Complete. ( Note- Payment Will Be Made As Per Company Price List Or Bill Submitted Whichever Is Less ) , Lowering, Laying And Jointing Pvc Pipes And Specials Of The Following Class And Diameter Including Cost Of Conveying From Store To Site Of Works Including Cost Of All Labours Materials Except Cement Solvent, Rubber Ring ( Wiyh Cement Solvent Joint / Ring Fit Joint ) Working Pressure 4 Kg / Sq.Cm. A ) 90 Mm Dia 4Kg / Sqcm , Lowering, Laying And Jointing Pvc Pipes And Specials Of The Following Class And Diameter Including Cost Of Conveying From Store To Site Of Works Including Cost Of All Labours Materials Except Cement Solvent, Rubber Ring ( Wiyh Cement Solvent Joint / Ring Fit Joint ) Working Pressure 4 Kg / Sq.Cm. B ) 75 Mm Dia 4Kg / Sqcm , Lowering, Laying And Jointing Gl Pipes And Specials Of The Following Class And Diameter Including Cost Of Conveying From Store To Site Of Works Including Cost Of All Labours Etc Complete Either Underground Or In Vertical Position, As Directed By Engineer In Charge A ) 80 Mm Dia , Lowering, Laying And Jointing Gl Pipes And Specials Of The Following Class And Diameter Including Cost Of Conveying From Store To Site Of Works Including Cost Of All Labours Etc Complete Either Underground Or In Vertical Position, As Directed By Engineer In Charge B ) 65 Mm Dia , Excavation For Foundation / Pipe Trenches In Earth Soils Of All Types Sand, Gravel And Soft Murum Including Removing The Excavated Material Upto A Distance Of 50 Metres And Lift As Below, Stacking And Spreading As Directed Normal Dewatering, Preparing Bed For Foundation And Excluding Back Filling Etc Complete. , Excavation For Foundation / Pipe Trenches In Hard Murum, Including Removing The Excavated Material Upto A Distance Of 50 Metres And Lift As Below, Stacking And Spreading As Directed Normal Dewatering, Preparing Bed For Foundation And Excluding Back Filling Etc Complete. , Excavation For Foundation / Pipe Trenches In Hard Murum And W.B.M. Road, Including Removing The Excavated Material Upto A Distance Of 50 Metres And Lift As Below, Stacking And Spreading As Directed Normal Dewatering, Preparing Bed For Foundation And Excluding Back Filling Etc Complete. , Excavation For Foundation / Pipe Trenches In Soft Rock And Old Cement And Lime Masonary Foundation Asphalt Road Including Removing The Excavated Material Upto A Distance Of 50 Metres And Lift As Below, Stacking And Spreading As Directed Normal Dewatering, Preparing Bed For Foundation And Excluding Back Filling Etc Complete. , Excavation For Foundation / Pipe Trenches In Hard Rock By Controlled Blasting, Including Trimming And Levelling The Bed By Chiselling Where Necessary And Removing The Excavated Material And Stacking It In Measurable Heaps Within A Distance Of 50 Metres From The Area And Lifts As Below, Normal Dewatering, Excluding Backfilling Etc Complete. , Refilling The Trenches With Available Excavated Stuff With Soft Material First Over Pipeline And Then Hard Material In 15 Cm Layers With All Leads And Lifts Including Consolidation, Surcharging, Etc Complete. , Providing And Supplying, Lowering, Laying & Jointing Isi Mark Sluice Valves P.N.1 Of Following Dia Confirming For Is-2906 / 14846 Including Worn Gear Arrangements As Test Pressure Stainless Steel Spindle, Caps Including All Statutory Duties And Taxes Such As Gst Klevied By Goi And Gom In All Respect Transportation Etc Complete.A ) 65 Mm , Providing And Supplying, Lowering, Laying & Jointing Isi Mark Sluice Valves P.N.1 Of Following Dia Confirming For Is-2906 / 14846 Including Worn Gear Arrangements As Test Pressure Stainless Steel Spindle, Caps Including All Statutory Duties And Taxes Such As Gst Klevied By Goi And Gom In All Respect Transportation Etc Complete.B ) 80 Mm , Providing And Laying In Situ Following Grades Of Cc Of Trap / Granite / Gneiss Metal For Foundation And Bedding Including Dewatering, Formwork, Compactingand Curing Finishing Etc Complete.Pcc 1;2;4 , Providing And Fixing C.I. Road Box Including Loading Unloading Carting To Site Of Work Including All Necessary Excavation In All Type Of Strat And Fixing In Murum Packing Etc Complete.100 X225 Mm
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
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8.
Rural Development #10708708 Price Bid
Providing Materials For Retrofitting Of Pipe Water Supply Scheme At Lonbehal Tq Arni Dist Yavatmal , Providing And Supplying In Standard Lengths Isi Mark Rigid Unplasticised Pvc Pipes Suitable For Potable Water With Solvent Cement Joints Including Cost Of Couplars As Per Is Specification No. 4985 / 1988 Including Taxes Such As Gst Levied By Goi And Gom In All Respect Transportation, Freight Charges, Inspection Charges, Loading, Unloading, Conveyance To The Department Store / Site And Stacking The Same In Closerd Shed Duly Protected From Sun Rays And Rains Including Cost Of Jointing Material I.E. Solvent Cement Etc Complete. ( Selffit Type To Be Jointed With Cement Solvent ) Working Pressure 90 Mm Dia 4 Kg / Sqcm , Providing And Supplying In Standard Lengths Isi Mark Rigid Unplasticised Pvc Pipes Suitable For Potable Water With Solvent Cement Joints Including Cost Of Couplars As Per Is Specification No. 4985 / 1988 Including Taxes Such As Gst Levied By Goi And Gom In All Respect Transportation, Freight Charges, Inspection Charges, Loading, Unloading, Conveyance To The Department Store / Site And Stacking The Same In Closerd Shed Duly Protected From Sun Rays And Rains Including Cost Of Jointing Material I.E. Solvent Cement Etc Complete. ( Selffit Type To Be Jointed With Cement Solvent ) Working Pressure B ) 75 Mm Dia 4 Kg / Sqcm , Providing Isi Mark Gi Pipe Of Following Class And Diameter Including All Isatutory Duties And Taxes Suc As Levied By Goi And Gom In All Respect Insection Charges, Transportation To Stores, Etc Complete As Per Is 1229 / 2004 A ) 80 Mm Dia Medium Class , Providing Isi Mark Gi Pipe Of Following Class And Diameter Including All Isatutory Duties And Taxes Suc As Levied By Goi And Gom In All Respect Insection Charges, Transportation To Stores, Etc Complete As Per Is 1229 / 2004 B ) 65 Mm Dia Medium Class , Providing, Laying And Fixing Pvc And Gi Specials Of Appropriate Class And Diameter Such As Tee, Bend, Couplar And Other Necessary Accessories Etc Complete. ( Note- Payment Will Be Made As Per Company Price List Or Bill Submitted Whichever Is Less ) , Lowering, Laying And Jointing Pvc Pipes And Specials Of The Following Class And Diameter Including Cost Of Conveying From Store To Site Of Works Including Cost Of All Labours Materials Except Cement Solvent, Rubber Ring ( Wiyh Cement Solvent Joint / Ring Fit Joint ) Working Pressure 4 Kg / Sq.Cm. A ) 90 Mm Dia 4Kg / Sqcm , Lowering, Laying And Jointing Pvc Pipes And Specials Of The Following Class And Diameter Including Cost Of Conveying From Store To Site Of Works Including Cost Of All Labours Materials Except Cement Solvent, Rubber Ring ( Wiyh Cement Solvent Joint / Ring Fit Joint ) Working Pressure 4 Kg / Sq.Cm. B ) 75 Mm Dia 4Kg / Sqcm , Lowering, Laying And Jointing Gl Pipes And Specials Of The Following Class And Diameter Including Cost Of Conveying From Store To Site Of Works Including Cost Of All Labours Etc Complete Either Underground Or In Vertical Position, As Directed By Engineer In Charge A ) 80 Mm Dia , Lowering, Laying And Jointing Gl Pipes And Specials Of The Following Class And Diameter Including Cost Of Conveying From Store To Site Of Works Including Cost Of All Labours Etc Complete Either Underground Or In Vertical Position, As Directed By Engineer In Charge B ) 65 Mm Dia , Excavation For Foundation / Pipe Trenches In Earth Soils Of All Types Sand, Gravel And Soft Murum Including Removing The Excavated Material Upto A Distance Of 50 Metres And Lift As Below, Stacking And Spreading As Directed Normal Dewatering, Preparing Bed For Foundation And Excluding Back Filling Etc Complete. , Excavation For Foundation / Pipe Trenches In Hard Murum, Including Removing The Excavated Material Upto A Distance Of 50 Metres And Lift As Below, Stacking And Spreading As Directed Normal Dewatering, Preparing Bed For Foundation And Excluding Back Filling Etc Complete. , Excavation For Foundation / Pipe Trenches In Hard Murum And W.B.M. Road, Including Removing The Excavated Material Upto A Distance Of 50 Metres And Lift As Below, Stacking And Spreading As Directed Normal Dewatering, Preparing Bed For Foundation And Excluding Back Filling Etc Complete. , Excavation For Foundation / Pipe Trenches In Soft Rock And Old Cement And Lime Masonary Foundation Asphalt Road Including Removing The Excavated Material Upto A Distance Of 50 Metres And Lift As Below, Stacking And Spreading As Directed Normal Dewatering, Preparing Bed For Foundation And Excluding Back Filling Etc Complete. , Excavation For Foundation / Pipe Trenches In Hard Rock By Controlled Blasting, Including Trimming And Levelling The Bed By Chiselling Where Necessary And Removing The Excavated Material And Stacking It In Measurable Heaps Within A Distance Of 50 Metres From The Area And Lifts As Below, Normal Dewatering, Excluding Backfilling Etc Complete. , Refilling The Trenches With Available Excavated Stuff With Soft Material First Over Pipeline And Then Hard Material In 15 Cm Layers With All Leads And Lifts Including Consolidation, Surcharging, Etc Complete. , Providing And Supplying, Lowering, Laying & Jointing Isi Mark Sluice Valves P.N.1 Of Following Dia Confirming For Is-2906 / 14846 Including Worn Gear Arrangements As Test Pressure Stainless Steel Spindle, Caps Including All Statutory Duties And Taxes Such As Gst Klevied By Goi And Gom In All Respect Transportation Etc Complete.A ) 65 Mm , Providing And Supplying, Lowering, Laying & Jointing Isi Mark Sluice Valves P.N.1 Of Following Dia Confirming For Is-2906 / 14846 Including Worn Gear Arrangements As Test Pressure Stainless Steel Spindle, Caps Including All Statutory Duties And Taxes Such As Gst Klevied By Goi And Gom In All Respect Transportation Etc Complete.B ) 80 Mm , Providing And Laying In Situ Following Grades Of Cc Of Trap / Granite / Gneiss Metal For Foundation And Bedding Including Dewatering, Formwork, Compactingand Curing Finishing Etc Complete.Pcc 1;2;4 , Providing And Fixing C.I. Road Box Including Loading Unloading Carting To Site Of Work Including All Necessary Excavation In All Type Of Strat And Fixing In Murum Packing Etc Complete.100 X225 Mm
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
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9.
Rural Development #10654297 Price Bid
Tender For W.S.S To Rajshrishaunagar At Indapur Tq.Washi; 1 Surface Bore Well 2 1.Drilling Of Surface Borewell Including Cost Of All Labour Fuel Machinery And Transportation Charges Etc.Comp. 150Mm Dia 3 Director Of Gsda Approved Rate 2022-23 Lr No. 4735 / 2022 Dt 19 / 09 / 2022 4 2.Providing And Supplying In Standard Length I.S.I. Regid Uplasticised P.V.C. Pipes Suttable For Potable Water With Solvent Cement Joints / Rubber Ring Joints Including Cost Of Cuuplers As Per I.S. Specification No. 4985 / 1988 Including All Local And Central Taxes Transportation Etc Complete 5 180 Mm Dia Pvc Pipe 6 180 Mm Dia Pvc Pipe Cap 7 3.Yield Testing For Bore Well By Air Lift Methods On 90O Vee Notch Including Flushing Of Borewell For Two Hours Etc Complete. 8 150.00 Mm Dia Bore Well 9 4.M.S.E.B Charges. 10 Estimate For Pumping Machinery Bore Well 11 Item No. 1 Providing Erecting And Giving Test Of Submersible Pump Set Comfirming To Is 8034 & Motor Confirm. To Is 9283, With Water Proof Winding. Pump Shall Be Suitable For Various Delivery Head And Discha-Rge With Stainless Steel Shaft. Motor Suitable For Working On 415 V + Or - 10% 3 Phase, 50 Hz, A.C.Supply, With Cable Guard, Thrust Carbon / Fibre Bearing To With Entire Hydraulic Thrust. The Pump Set Shall Be Suitable For Direct Coupling, With Suitable Discharge Out Let Etc Submersible Pump Set 150 Mm. Diaup To 15 Stage 12 5Hp 13 Item No. 2Providing And Supplying Isi Mark G.I. Pipe Of Following Class And Diameter Including All Taxes ( Central And Local Insurance , Railway Freight, Unloading From Railway Wagon, Loading Into Track Transport To Departmentally Stores / Site, Unloading Stacking Etc. Comp.Note:-One Coupler Shall Be Provided With Each Full Length Pipe Cost Of Which Included In Rates Below 14 50Mm Dia Gi Pipe Medium Class 15 As Per Ce Mjp Pune Corrigendum No 11 Of Mjp Ssr Pipe Section & Steelltr. No 652 Dt 19 / 08 / 2022 16 Item No.3: Supplying & Erecting Automatic Control Panel For 3 Phase , 415 Volt, A.C, Submersible / Centrifugal Pump Set Up To 7.5 Hp Consisting Of Dol Starter Having Relay Range 9-14 Amp, S.P.P., Combined Ammeter / Voltmeter, Phase Indicating Lamp Enclosed In Crca Powder Coated Vibration Proof Enclosure With Ip 54 Protection. Control Panel Should Offer Single Phasing, Phase Reversal, Phase Imbalance Etc . 17 Item No. 4: Supplying And Erecting Flat Flexible 3 Core 4 Sq Mm Pvc Sheathed Submersible Type Copper Cable Suitably Clamped At Fixed Intervals With Column Pipe Assembly Complete. 18 Estimate For Pipe Line 19 1.Providing And Supplying In Standard Lengths Isi Mark Rigid Unplasticised Pvc Pipes Suita-Ble For Potable Water With Solventcement Joints Inclu-Ding Cost Of Couplers, As Per Is Speci-Fication No. 4985 / 1988 Including All Local And Central Taxes, Transporation, Etc Complete 90Mm Dia 44Kg / Cm2 20 As Per Ce Mjp Pune Corrigendum No10 Of Mjp Ssr Pipe Section & Steelltr. No 2031 Dt 17 / 082022 21 2.Providing & Supplying At Site Of Work Ci / Pvc / Gispecials Suitable For Above Said Pipes Including Cost Of All Taxes Fright Chargesoctroi Loading Unloading Conveyanceetc. 22 3. Providing Double Flanged Short Body Pattern Type Manually Operated Butterfly Valve Having Body.Disc And End Cover In Graded Cast Iron To Is-210 Gr.Cf 200 Generally Confirming To Is-13095-1991, Synthetic Rubber Faced Ring Secured On Disc By Retainning Ring With Stainless Steel Screw Stub Shaft Of Stainless Steel Riding In Teflon Bearing Including Inspection Charge Transporation Up To Departmental Store, Unloading, Stacking Excluding Gst Levied By Goi & Gom In All Respect Etc.Excluding C.C. Foundation / Structural Steel Support. 23 80 Mm Dia Sv 24 4.Excavation For Foundation / Pipe Trenches In Earth.Soils Of All Types. Sand, Gravel And Soft Murum, Including Removing The Excavatedmaterial Up To A Distance Of 50 Meters Andlifts As Below, Stacking And Spreading As Directed, Etc Complete 25 5.Excavation For Foundation / Pipe Trenches In Hard Murum Including Removing The Excavated Materialup To A Distance Of 50 M Beyond Area And Lifts As Below, Stacking Spreading As Directed By Engineer- In- Charge Normal Dewatering, Preaparing He Bed For Foundation Excluding Backfillingetc Complete 26 6.Excavation For Foundation / Pipe Trenches In Soft Rock And Old Cement And Lime Masonry Foundation Asphalt Roadincluding Removing The Excavated Materialup To A Distance Of 50 M Beyond Area And Lifts As Below, Stacking As Directed By Engineer- In- Charges Etc Complete 27 7. Filling In Plinth And Floors Murum Bedding In Trenches With Approved Murum From Excavated Materials From Foundation 15 Cm To 20 Cm Layers Including Watering And Compactioncomplete. 28 8.Lowering Laying And Jointing Pvc Pipes And Specials Of Following Class And Diameter Inclu-Ding Cost Of All Labour, Material, Except Cement Solvent, Rubber Ring, Giving Satisfactory Hydr-Aulic Testing As Per Iscodewith Cement Solvent Joint Etc Complete 29 90 Mm Dia 4 Kg 30 10.Lowering, Laying And Jointing In Position Following C.I. D / F Reflux Valves, Butterfly Valves And Sluice Valves Including Cost Of All Labour Jointing Material, Cincluding Nut Bolts And Giving Satisfactory Hydraulic Testing, Etc.Complete. ( Rate For All Class Of Valves ) 80Mm 31 11.Providing And Fixing C.I. Road Box Including Loading, Unloading And Carting To Site Of Work Including All Necessary Excavation In All Types Of Strata And Fixing In Murum Packing, Etc. Complete. 32 100 Mm X 225 Mm ( 20 Kg ) 33 12.Refilling The Trenches With Available Excavated Stuff With Soft Material First Over Pipeline And Then Hard Material In 15 Cm Layers With All Leadsand Lifts Including Consolidation , Surcharging, Etc. Complete. 34 Estimate For 2 H.D.P Container Syntex With Ota 2 Nos 35 1.Excavation For Foundation / Pipe Trenches In Earth.Soils Of All Types. Sand, Gravel And Soft Murum, Including Removing The Excavatedmaterial Up To A Distance Of 50 Meters Andlifts As Below, Stacking And Spreading As Directed, Etc Complete 36 2.Excavation For Foundation / Pipe Trenches In Hard Murum Including Removing The Excavated Materialup To A Distance Of 50 M Beyond Area And Lifts As Below, Stacking Spreading As Directed By Engineer- In- Charge Normal Dewatering, Preaparing He Bed For Foundation Excluding Backfillingetc Complete 37 3.Refilling The Trenches With Available Excavated Stuff With Soft Material First Over Pipeline And Then Hard Material In 15 Cm Layers With All Leadsand Lifts Including Consolidation , Surcharging, Etc. Complete. 38 4.Providing And Laying In Sity 1:2:4 ( M-150 ) Grade Of C.C. Oftrap / Granite / Quartzite / Gneiss Metal For Foundation And Bedding Including Dewatering Form Work Compacting And Curing Finishing Etc Complete 39 Pcc M-150 40 5.Providing Dry Trap / Granite / Quartzite / Cum Gneiss, Rubble Stone Soling In 15 Cm To 20 Cm Thick Layers Including Hand Packing And Compacting, Etc. Complete. 41 6.Providing Uncoursed Rubble Masonry Of Trap / Granite / Quartzite / Gneiss Stones In Cement Mortar 1:6 In Foundation And Plinth Of Inner Walls / In Plinth Of External Walls Including Sailing Out Water Manually, Striking Joints On Unexposed Faces And Watering Complete. Spec. No. Bd.H. 1 Page No 329 42 7.Providing Flush Grooved Pointing With Cement Mortar 1:3 For Stone Tuck / Weathered / Vce Brick Masonry Work Including Scaffolding And Curing Etc. Complete. Spec. :Bd.L .15 43 8.Providing And Fixing H.D.P Container Syntex Or A Like One Piece Moulded Water Tank Made Out Of Lowden Sity Polythy Lerand Built Corrugation Including Of Delivery Upto Destinatin Hoisting And Fixing Of Accessories Such As Inlet, Outlet Over Flow Of All Tanks Capacity Above 1000 To 20, 000 Litres 44 2000 Liters 2 Nos 45 9.Providing Isi Mark G.I. Pipe Of Following Class And Dia Including All Local & Cenral Taxes. Octroai. Inspectioncharges, Transportation To Store Etc. Complete. 46 50 Mm Dia G.I. Medium Class Pipe 47 10.Providing And Fixing15 Mm Diameter Screw Down Bib / Stop Tap Of Brassincluding Necessary Sockets Union Nut Complete. ( Conforming L.S: 781 ) ( Prior Approval Of Sample And Brand By Executive Engineer Is Necessary Before Use ) Spec. No. :Bd.V.8 Page No. 554
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Maharashtra View Result →
10.
Public Administrative Department #10634420 Price Bid
Water Supply Maintenance And Repairing For Zone No . 4 In Ward No . 28 , 29 , 30 , Excavation For Foundation/Pipe Trenches In Earth , Soils Of All Ltypes , Sand , Gravel And Soft Murum , Including Removing The Excavated Material Upto A Distance Of 50 Metres And Lifts As Below , Stacking And Spreading As Directed , Normal Dewatering Preparing The Bed For Foundation And Excluding Back Filling Etc Complete ( Bd-A-1/259 ) Lift 0 To 1 . 5 M Mjp/Dsr/2018-2019/ Page No . 34 I . No . 1 , Excavation For Foundation/Pipe Trenches In Hard Murum And Boulders , W . B . Mn . Road Including Removing The Excavated Material Upto A Distance Of 50 M Beyond The Area And Lifts As Below , Stacking And Spreading As Directed By Engineer-In-Charge , Normal Dewatering , Preparing The Bed For Foundation And Excluding Backfilling , Etc . Complete ( Bd-A-3/259 ) Lift 0 To 1 . 5 M Mjp/Dsr/2018-2019 Page No . :33 Item No . :3 , Excavation For Foundation/Pipe Trenches In Soft Rock And Old Cement And Lime Masonry Foundation Asphalt Road By All Means Including Removing The Excavated Material Upto A Distance Of 50 M Beyond The Are And Lifts As Below , Stacking As Directed By Engineer-In-Charge , Normal Dewatering , Preparing The Bed For Foundation And Excluding Backfilling Etc Complete ( Bd-A-4/259 ) Lift 0 To 1 . 5 M Mjp/Dsr/2018-2019/ Page No . 34 I . No . 5 , Excavation For Foundation / Pipe Line Trenches In Hard Rock And Concrete Road By Chiselling , Wedging , Line Drilling By Mechanical Means Other Than Blasting Including Trimming And Levelling The Bed , Removing The Excavated Material Upto A Distance Of 50 Metres And Lifts As Below , Stacking And Spreading As Directed , Normal Dewatering , Preparing The Bed For Foundation And Excluding Backfilling , Etc Comp . Lift 0 To 1 . 50 M Mjp/Dsr/2016-2017/ Page No . 35 I . No . 7 , Dewatering The Excavated Trenched And Pools Of Water In The Building Trenches /Pipeline Trenches , Well Works By Using Pumps And Other Devices Including Disposing Off Water To Safe Distance As Directed By Engineer-In-Charge ( Including Cost Of Machinery , Labour , Fuel ) , Etc Complete . , Providing And Supplying Ac Pressure Pipes Manufactred & Tested As Per 150 160 Standerds Of Following Class & Diameters In Standared Length Etc . , 80 Mm Dia Ac Pipe , 100 Mm Dia Ac Pipe , 150 Mm Dia Ac Pipe , 200 Mm Dia Ac Pipe , 250 Mm Dia Ac Pipe , Providing And Supplying C . I . Detachable Joints Suitable For A . C . Pressure Pipes Manufactured As Per Is-1538/1993 Standard Of Following Class And Diameter Including Cost Of All Taxes ( Central And Local ) , Insurance Railway Freight , Inspection Charges , Unloading From Railway Wagon , Loading Into Truck , Trnsporting To Departmental Store/Site , Unloading , Stacking And Ocst Of Rubber Rings , Nut Bolts , Etc Complete . , 80 Mm Dia Cid Joint , 100 Mm Dia Cid Joints , 150 Mm Dia Cid Joints , 200 Mm Dia Cid Joints , 250 Mm Dia Cid Joints , 300 Mm Dia Cid Joints , Providing And Supplying Isi Standard M . S . Specials Of Required Thickness With 3 Coats Of Approved Make Epoxy Paint ( Shalimar , Ciba Or Mahindra & Mahindra Make ) From Inside And Outside Surface Including All Taxes ( Central And Local ) , Octroi , Inspection Charges , Transportation To Stores/Site And Stackding , Etc . Complete E ) Plain Ended Specials Or Plain Ended Branch Flanged Specials Of All Diameters . , Providing And Supplying Isi Mark D . I . S&S Pipes ( Push On Joints Pressure Pipes ) Of Di Of Following Class And Diameters Confirming To The Is Specification Inclusive Cost Of Jointing Materials ( Rubber Gasket Of Epdm Quality ) Including All Statutary Duties And Taxes Levied By Goi & Gom In All Respect , Education Cess , Vat , Pasrty Inspection Charges Of Tpi Agency Approved By Mjp Including Transit Insurance , Railway Freight , Unloading From Railway Wagon , Loading Into Truck , Transportation To Departmental Store/Site Of Work , Unloading , Stacking Etc . Complete As Directed By Engineer-In-Charge ( Is-1536/2001 For Pipes & Is 158/1969 & Is-12820/1989 Or Latest Endition/Revision With Amendments For Rubber Gasket . ) ( Bd-A-4/259 ) Lift 0 To 1 . 5 M Mjp/Dsr/2018-2019/ Page No . 58 I . No . 3 ( B ) , 100 Mm Dia Dik-7 Grade , 150 Mm Dia Dik-7 Grade , 200 Mm Dia Dik-7 Grade , Lowering Laying And Jointing With Cid Joints Ac Pressure Pipes And Ci Or Ms Specials Of Following Class And Diameter Including Conveyance From Stores To Site Of Works Cost Of Labour And Material Giving Satisfactory Hydraulic Testing Etc . As Per Isi Code Etc Complete But Excluding Cost Of Cid Joints Nut-Bolts Rubber Rings . , 80 Mm Dia Ac Pipe , 100 Mm Dia Ac Pipe , 150 Mm Dia Ac Pipe , 200 Mm Dia Ac Pipe , 250 Mm Dia Ac Pipe , Lowering , Laying And Jointing With Sbr Rubber Gaskets C . I . S/S Pipes Of Various Classes With Ci/Ms Specials Of Following Diameters In Proper Position , Grade And Alignment As Directed By Engineer-In-Charge Including Coveyance Of Materials From Stores To Site Of Work , Including Cost Of Jointing Materils And Rubber Rings , Labour , Giving Hydraulic Testing , Etc . Complete , 100 Mm Dia Dik-7 , 150 Mm Dia Dik-7 , 200 Mm Dia Dik-7 , Removing And Refixing Half Body Sluice Valve Including Excavation Refilling Cost Of Rubber Packing , Nut Bolt , With Gate , Gland Rope , Repair By Welding Etc Complete , 80 Mm Dia , 100 Mm Dia , 150 Mm Dia , 200 Mm Dia , 250 Mm Dia , 300 Mm Dia , 350 Mm Dia , 400 Mm Dia , 450 Mm Dia , 500 Mm Dia , Providing Double Flanged Sluice Valves Conforming To Is-2906/14846 Including Worm Gear Arrangements As Per Test Pressure , Stainless Steel Spindle , Caps , Including All Taxes , Transportation , Etc . Complete . , 80 Mm Dia S . V . , 100 Mm Dia S . V . , 150 Mm Dia S . V . , 200 Mm Dia S . V . , 250 Mm Dia S . V . , 300 Mm Dia S . V . , Lowering Layding And Jointing In Position Following Cidf Reflux Valve , Butterflay Valave And Sluice Valve Etc Complete , 80 Mm Dia S . V . , 100 Mm Dia S . V . , 150 Mm Dia S . V . , 200 Mm Dia S . V . , 250 Mm Dia S . V . , 300 Mm Dia S . V . , Removing Remaking Existing Cross Connection Including Excavation Broken Cid Joints And Tee Including Excavation And Refilling Etc Complete , 80 Mm Dia , 100 Mm Dia , 150 Mm Dia , 200 Mm Dia , 250 Mm Dia , 300 Mm Dia , 350 Mm Dia , 30% Rate Of Making Cross Connection , Checking Private Water Connection Including Excavation Cost Of Gi Specials Clamp Removing Reconnecting Water Connection Etc Complete , Cutting And Champhering Of Pipes Of Following Diameters Including Cost Of All Materials And Labour Involved , Etc . Complete As Directed By Engineer-In-Charge ( For All Class Of Pipes ) , A . C . Pipe , 80 Mm Dia Ac , 100 Mm Dia Ac , 150 Mm Dia Ac , 200 Mm Dia Ac , 250 Mm Dia Ac , C . I . Pipes , 80 Mm Dia Ci , 100 Mm Dia Ci , 150 Mm Dia Ci , 200 Mm Dia Ci , 250 Mm Dia Ci , Providing And Supplying Gun Metal Check Nut Of Following Diameter Of Sluice Valve Standard Specification Etc Complete , ( As Per Market Rate ) , 80 Mm Dia , 100 Mm Dia , 150 Mm Dia , 200 Mm Dia , 250 Mm Dia , 300 Mm Dia , 350 Mm Dia , 400 Mm Dia , Providing And Supplying S . S . Spindle Rod As Per Standard Specifications And Suitable For Sluice Valve Etc Complete , ( As Per Market Rate ) , 80 Mm Dia , 100 Mm Dia , 150 Mm Dia , 200 Mm Dia , 250 Mm Dia , 300 Mm Dia , 350 Mm Dia , 400 Mm Dia , 450 Mm Dia , 500 Mm Dia , Providing Of C . I . Mechanical Compression Collar Coupling Suitable For C . I . Spun Pipes ( As Per Is-1536/2001 ) And Comp
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Maharashtra View Result →
11.
Public Administrative Department #10614147 Price Bid
Removing Of Chockup And Daily Maintenance Of Existing Drainahge Line In Gjanan Nagar . Removing Of Chockup And Daily Maintanance Of Existing Drainahge Line In Gjanan Nagar . . , Excavation Foundation On / Pipe Trenches In Earth , Soils Of All Types And Gravel And Soft Murum Including Removing The Excavated Material Up To A Distance Of 50Mtrs . And Lifts As Below Stacking And Spreading Directed Normal Dewatering Preparing The 1 . Excavation Foundation In / Pipe Trenches In Earth , Soils Of All Types And Gravel And Soft Murum Etc . Complete . ( Ssr No ) , Excavation For Foundation / Pipe Trenches In Hard Murum Including Removing The Excavated Material Upto A Distance Of 50 Mtrs And Lifts As Below , Stacking And Spreading As Directed By Engineer In Charge , Normal Dewatering Preparing The Bed Foundation 2 . Excavation For Foundation / Pipe Trenches In Hard Murum Etc . Complte . ( Ssr No ) , Excavation For Foundation / Pipe Trenches In Soft Rock And Old Cement And Lime Masonary Foundation , Asphalt Road Including Removing The Excavated Material Upto A Distance Of 50 M Beyond The Area And Lifts As Below , Stacking As Directed By Engineer - In - 5 . Excavation For Foundation / Pipe Trenches In Soft Rock And Old Cement And Lime Masonary Foundation , Asphalt Road Etc . ( Ssr No ) , Removing Existing Pipe Line Of The Following Pipe Size Stone Ware Pipe / R . C . C Pipe Including Cost Of Necessary Excavation And Refilling Of The Trenches , Breaking The Joints , Lifting The Pipe And Stacking To The Place As Directed By The Engineer - In 7-150 Mm Dia Rcc Pipe Etc . Complete . ( Ssr No ) 150 Mm Dia Rcc Pipe , Providing Isi Standard Stoneware Pipe Including All Taxes ( Central And Local ) , Inspection Charges , Railway Freight , Unloading From Railway Wagons , Loading Into Trucks , Transport To Department Stores , Unloading , Stacking Etc . Complete . Mjp Dsr 2011-201 10-300 Mm Dia ( Ssr No ) 300 Mm Dia , Lowering , Laying And Jointing In Proper Grade And Alignment Stone Ware Pipes With Cement Joints In Cm ( 1 : 1 ) Proportion Of Following Diameters Including Cost Of Conveyance From Stores To Site Of Work , Joinging Material , Labour Giving Satificatory Hydra 11-300 Mm Dia ( Ssr No ) 300 Mm Dia , Providing Isi Standard Rcc Pipe Np2 Class In Standerd Lengths Of Following Diameter Suitable For Either Collar Joints Or Rubber Ring Joints Including All Texes ( Central And Local ) Inspection Charge Tramsport To Departmental Stors / Site Unloading 12 Class P-1 300 Mm Dia ( Ssr No ) 300 Mm Dia , Providing And Supplying R . C . C . Collars For R . C . C . Pipe Np2 Class Of Following Size ( As Per Sanctioned Rate ) 13-300 Mm Dia ( Ssr No ) 300 Mm Dia , Lowering , Laying Nad Jointing In Proper Grade And Alignmet Rcc Pipes With Collar Joints In Cm ( 1 : 1 ) Proporation Of For Socket Rcc Pipes With Ruber Joint ( Excuding Cost Rubber Ring Of Rcc Colluor ) Including Cost Conyins From Stors To Site Of 14-300 Mm Dia ( Ssr No ) 300Mm Dia , Providing And Constructing On Drainage Line B . B . Masonary Circular Manhole Concentric Cone 0 . 90 Mtrs . Dia . At Bottom And 0 . 5 Mtrs Dia At Top And Upto A Depath Of 1 . 50 Mtrs . With 23 Cm Thick Brick Work In Cm 1:5 Prop With 12 Mm Thick . Smooth Rendering , 15-1 . 50 Mt ( Ssr No ) 1 . 50 Mt Depth , Providing Steel Fiber Reinforced Concrete ( S . F . R . C ) Frame , Cover Heavy Duty / Medium Duty Of Rectangular Pr Circular In Shape Of Approved Make Including Loading Unloading Transportation , All Taxes Etc . Complete As Directed By Engineer - In Charge ( As Per Sanctioned 18 Circular Hd 540 / 630 Mm With Frame ( Ssr No ) Circular Hd 540 / 630 Mm With Frame , Refilling The Trenches Available Excavated Stuff With Soft Material . First Over Pipe Line And Then Hard Material In 15 Cm Layers With All Leads And Lifts Including Consolidation , Surcharging , Etc Complete . 19 ( Ssr No ) , Raising The Existing Manhole Chamber With 23 Cm Thick Brick Work In Cm 1 : 6 Prop . In 30 Cm Concentrick Cone Including 12 Mm Thick Cement Plaster In Cm 1 : 4 Prop On Both Side Complete . ( As Per Rate Analysis ) 20 ( Ssr No ) , Providing And Repairing To Existing Manhole Chambers After Fixing Pipes With Necessary Brick Work , Benching , Channeling , Plastering Etc . Complete ( As Per Rate Analysis ) 21 ( Ssr No ) , Fixing Of Sfrc Farame & Cover To Manahol Chamber / Rectangular Sfrc Cover & Frame In Cc M-15 ( Concret 1:2:4 Pro . Etc . Complate . ( As Per Rate . Analysis ) 22- Circular Hd 540 / 630With Frame ( Ssr No ) 22- Circular Hd 540 / 630With Frame , Desilting Thr Sum Of Sewerage Eork In Wet Or Dry Condition Including Lifts 0To 9 . 00 Mt & Lead Up To 150 M As Requred Beyond The Work Site Stacking Spreading Including Necessary Gurding Etc . Com . As Directed By Engineer In Charge23 ( Ssr No ) Up To 0 To 9 M Depth , Transportation Of Surplus Material From Work Site To Any Disposal Place As Directed By The Engineer - In Charge With A Lead Of -1 . 00------------Km Including And Stracking Etc . Complete . ( As Per Pwd Dsr 2002-2003 ) 25-1 . 00Manuar Or Sludge ( Ssr No ) 1 . 00Manuar Or Sludge , Removing Chock Up On Existing Drainage Line Including Requaired Dewatering By Pump Desilting Of Manhole Desilting Of Existing Drainaige Line By Using Power Bucket Machine And Roadding Machin Including Transporation Of Rodding Machin Etc . Co . Removing Chock Up On Existing Drainage Line Including Requaired Dewatering By Pump Desilting Of Manhole Desilting Of Existing Drainaige Line By Using Power Bucket Machine And Roadding Machin Including Transporation Of Rodding Machin Etc . Co . ( Ssr No ) 150 To 250 Mm Dia Drainage Laine . ***
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 4
Maharashtra View Result →
12.
Public Administrative Department #10609382 Price Bid
maintenance and repair To Sluice Valve And Water Supply Distribution System At Sindhi Colony , Boudhnagar , Nathnagar , Jawhar Colony Road , Kushalnagar , Panchshilanagar In Ward No . 75 , excavation for foundation / pipe trenches in earth , soils of all types , sand , gravel and soft murum , including removing the excavated material upto a distance of 50 metres and lifts as below , stacking and spreading as directed , normal dewatering , preparing the bed for foundation and excluding backfilling , etc comp . lift 0 to 1 . 50 m mjp/dsr/2019-20/page no . 33 i . no . 1 , excavation for foundation / pipe trenches in hard murum and boulders , w . b . m . road including removing the excavated material upto a distance of 50 metres and lifts as below , stacking and spreading as directed , normal dewatering , preparing the bed for foundation and excluding backfilling , etc comp . lift 0 to 1 . 50 m mjp/dsr/2019-2020/ page no . 33 i . no . 3 , excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road by all means including removing the excavated material upto a distance of 50 metres and lifts as below , stacking and spreading as directed , normal dewatering , preparing the bed for foundation and excluding backfilling , etc comp . lift 0 to 1 . 50 m mjp/dsr/2019-2020/ page no . 33 i . no . 5 , providing and supplying asbestos cement pressure pipes manufactured and tested as per iso-160 standards of following class and diameter in standard lengths including cost of all taxes ( central and local ) , insurance , railway freight , inspection charges , unloading from railway wagon , loading into truck , transporting to departmental store/site , unloading , stacking etc . complete mjp/dsr/2012-2013/page no . 57 . i . no . 1 , a ) class 15 ( test pressure 1 . 5 mpa ) , 100mm , 150mm , lowering , laying and jointing with cid joints , a . c . pressure pipes and ci or ms specials of following class and diameters including conveyance from stores to site of works , cost of labour and material , giving satisfactory hydraulic testing , etc . as per isi code , etc . complete but excluding cost of c . i . d . joints , nut bolts , rubber rings . mjp/dsr/2012-2013/ p . no . 59 i . no . 4 ( a ) , a ) class 15 ( test pressure 1 . 5 mpa ) , 100mm , 150mm , providing d . i . pipes ( push on joints pressure pipes of di of following class and diameters confirming to the is specification inclusive cost of jointing materials ( rubber gasket of epdm quality ) excluding gst levied by goi & gom in all respect including third party inspection charges of tpi agency approved by mjp including transit insurance , railway freight , unloading from railway wagon , loading into truck , transportation to departmental store/site of work , unloading , stacking etc . complete as directed by engineer incharge . ( is-8329:2000 for pipes & is-158:1969 & is-12820:1989 or latest edition/revision with amendments for rubber gasket . ) di k-7 grade mjp/dsr/2019-2020/page no . 59 i . no . 3 , 100 mm , 150 mm , lowering , laying and jointing with sbr rubber gaskets c . i . & d . i . pipes of various classes with ci / ms specials of following diameters in proper position , grade and alignment as directed by engineer-in-charge including conveyance of material from stores to site of work , excluding cost of jointing materials and rubber rings , including labour , etc complete . note: only sbr rubber gaskets to be used as per is- 5382 / 12820 mjp/dsr/2019-2020/page no . 58 i . no . 2 ( a ) , 100 mm , 150 mm , providing and supplying c . i . detachable joints suitable for a . c . pressure pipes manufactured as per is- 1538 / 1993 standards of following class and dimeter including cost of insurance , railway freight , inspection charges , unloading from railway wagon , loading into truck , transporting to departmental store , unloading , stacking and cost of rubber rings , nut bolts , excluding gst levied by goi & gom in all respect etc . complete . mjp/dsr/2019-2020/page no . 64 i . no . 13 , class 10 /15 , 100 mm , 150 mm , 200 mm , cutting and champhering of pipes of following diameters including cost of all materials and labour involved , etc . complete as directed by engineer-in-charge . ( for all class of pipes ) mjp/dsr/2019-2020/page no . 136 i . no . 20 , 100 mm , 150 mm , providing double flanged sluice valves confirming to is- 2906 / 14846 including worm gear arrangements as per test pressure , stainless steel spindle , caps , including inspection charges , transportation upto departmental store , unloading , stacking excluding gst levied by goi & gom in all respect etc . complete . pn-1 . 0 ( without bypass arrangement ) mjp/dsr/2019-2020/page no . 127 i . no . 2 ( a ) , 100 mm , lowering laying and jointing in position following c . i . d/f reflux valves , butterfly valves and sluice valves including cost of all labour , jointing material , including nut bolts and giving satisfactory hydraulic testing , etc complete . sluice valves mjp/dsr/2019-2020/page no . 130 i . no . 4 , 100 mm , checking & repairing private water connection and reconnecting the same etc complete , removing and refixing the half body of sluice valves including excavation , refilling , cost of rubber packing , nut bolts , with gate , gland rope , repair by welding etc complete ( 70 % rate of laying sluice valves ) mjp/dsr/2019-2020/ page no . 130 i . no . 4 , 100 mm , 150 mm , 200 mm , removing existing cross connection and remaking the same etc complete ( 70% rate of making cross connection . ) mjp/dsr/2019-2020/page no . 47 . i . no . 10 , 100 mm , 200 mm , providing and supplying gun metal check nut of following diameter of sluice valves as per standard specifications , etc . complete , 100 mm , 200 mm , providing and supplying m . s . clamp for pipes of following diameters etc comp . ( as per market rate ) , 100 mm , providing and supplying isi standard ci flanged / s & s specials excluding gst levied by goi & gom in all respect including railway freight , insurance , unloading from railway wagon , loading into truk , transport to departmental stores , unloading , stacking , etc . complete . c ) plain ended/plain ended branch flanged specials - i ) 80 mm dia to 300 mm dia mjp/dsr/2019-2020/ page no . 60 , i . no . 6 ( c ) , providing & laying in situ cement concrete m-15/1:2:4 of trap/granite/ quartzite/ gness metal for foundation and bedding including dewatering , compacting and curing etc . complete . pwd/dsr/2015-16/p . no 287 i no 29 , refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation , surcharging , etc . complete .
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Maharashtra View Result →
13.
Public Administrative Department #10609379 Price Bid
maintenance and repair To Sluice Valve And Water Supply Distribution System At Various Places In Ward No . 100 , excavation for foundation / pipe trenches in earth , soils of all types , sand , gravel and soft murum , including removing the excavated material upto a distance of 50 metres and lifts as below , stacking and spreading as directed , normal dewatering , preparing the bed for foundation and excluding backfilling , etc comp . lift 0 to 1 . 50 m mjp/dsr/2019-20/page no . 33 i . no . 1 , excavation for foundation / pipe trenches in hard murum and boulders , w . b . m . road including removing the excavated material upto a distance of 50 metres and lifts as below , stacking and spreading as directed , normal dewatering , preparing the bed for foundation and excluding backfilling , etc comp . lift 0 to 1 . 50 m mjp/dsr/2019-2020/ page no . 33 i . no . 3 , excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road by all means including removing the excavated material upto a distance of 50 metres and lifts as below , stacking and spreading as directed , normal dewatering , preparing the bed for foundation and excluding backfilling , etc comp . lift 0 to 1 . 50 m mjp/dsr/2019-2020/ page no . 33 i . no . 5 , providing and supplying asbestos cement pressure pipes manufactured and tested as per iso-160 standards of following class and diameter in standard lengths including cost of all taxes ( central and local ) , insurance , railway freight , inspection charges , unloading from railway wagon , loading into truck , transporting to departmental store/site , unloading , stacking etc . complete mjp/dsr/2012-2013/page no . 57 . i . no . 1 , a ) class 15 ( test pressure 1 . 5 mpa ) , 100mm , 150mm , lowering , laying and jointing with cid joints , a . c . pressure pipes and ci or ms specials of following class and diameters including conveyance from stores to site of works , cost of labour and material , giving satisfactory hydraulic testing , etc . as per isi code , etc . complete but excluding cost of c . i . d . joints , nut bolts , rubber rings . mjp/dsr/2012-2013/ p . no . 59 i . no . 4 ( a ) , a ) class 15 ( test pressure 1 . 5 mpa ) , 100mm , 150mm , providing d . i . pipes ( push on joints pressure pipes of di of following class and diameters confirming to the is specification inclusive cost of jointing materials ( rubber gasket of epdm quality ) excluding gst levied by goi & gom in all respect including third party inspection charges of tpi agency approved by mjp including transit insurance , railway freight , unloading from railway wagon , loading into truck , transportation to departmental store/site of work , unloading , stacking etc . complete as directed by engineer incharge . ( is-8329:2000 for pipes & is-158:1969 & is-12820:1989 or latest edition/revision with amendments for rubber gasket . ) di k-7 grade mjp/dsr/2019-2020/page no . 59 i . no . 3 , 100 mm , lowering , laying and jointing with sbr rubber gaskets c . i . & d . i . pipes of various classes with ci / ms specials of following diameters in proper position , grade and alignment as directed by engineer-in-charge including conveyance of material from stores to site of work , excluding cost of jointing materials and rubber rings , including labour , etc complete . note: only sbr rubber gaskets to be used as per is- 5382 / 12820 mjp/dsr/2019-2020/page no . 58 i . no . 2 ( a ) , 100 mm , providing and supplying c . i . detachable joints suitable for a . c . pressure pipes manufactured as per is- 1538 / 1993 standards of following class and dimeter including cost of insurance , railway freight , inspection charges , unloading from railway wagon , loading into truck , transporting to departmental store , unloading , stacking and cost of rubber rings , nut bolts , excluding gst levied by goi & gom in all respect etc . complete . mjp/dsr/2019-2020/page no . 64 i . no . 13 , class 10 /15 , 100 mm , 150 mm , 200 mm , cutting and champhering of pipes of following diameters including cost of all materials and labour involved , etc . complete as directed by engineer-in-charge . ( for all class of pipes ) mjp/dsr/2019-2020/page no . 136 i . no . 20 , 100 mm , 150 mm , 200 mm , providing double flanged sluice valves confirming to is- 2906 / 14846 including worm gear arrangements as per test pressure , stainless steel spindle , caps , including inspection charges , transportation upto departmental store , unloading , stacking excluding gst levied by goi & gom in all respect etc . complete . pn-1 . 0 ( without bypass arrangement ) mjp/dsr/2019-2020/page no . 127 i . no . 2 ( a ) , 150 mm , 200 mm , lowering laying and jointing in position following c . i . d/f reflux valves , butterfly valves and sluice valves including cost of all labour , jointing material , including nut bolts and giving satisfactory hydraulic testing , etc complete . sluice valves mjp/dsr/2019-2020/page no . 130 i . no . 4 , 150 mm , 200 mm , checking & repairing private water connection and reconnecting the same etc complete , removing and refixing the half body of sluice valves including excavation , refilling , cost of rubber packing , nut bolts , with gate , gland rope , repair by welding etc complete ( 70 % rate of laying sluice valves ) mjp/dsr/2019-2020/ page no . 130 i . no . 4 , 100 mm , 150 mm , 200 mm , removing existing cross connection and remaking the same etc complete ( 70% rate of making cross connection . ) mjp/dsr/2019-2020/page no . 47 . i . no . 10 , 100 mm , 200 mm , providing and supplying gun metal check nut of following diameter of sluice valves as per standard specifications , etc . complete , 100 mm , 150 mm , providing and supplying m . s . clamp for pipes of following diameters etc comp . ( as per market rate ) , 100 mm , providing and supplying isi standard ci flanged / s & s specials excluding gst levied by goi & gom in all respect including railway freight , insurance , unloading from railway wagon , loading into truk , transport to departmental stores , unloading , stacking , etc . complete . c ) plain ended/plain ended branch flanged specials - i ) 80 mm dia to 300 mm dia mjp/dsr/2019-2020/ page no . 60 , i . no . 6 ( c ) , dismantlling dead pipe line of ms/rcc/ci/psc and gi /ac/ pvc/sw/hdpe pipe including cost of necessary excavation & refilling of trenches , breaking the joints , lifting the pipes and stacking to the place as directed by engineer-in-charge with al leads and lifts including cleaning the surface , etc complete . a ) ms/rcc/ci/psc/di pipes . mjp/dsr/2019-2020/page no . 48 i . no . 11 ( a ) , 100 mm , providing & laying in situ cement concrete m-15/1:2:4 of trap/granite/ quartzite/ gness metal for foundation and bedding including dewate
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
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14.
Public Administrative Department #10538438 Price Bid
removing of chockup and daily maintenance of existing drainage line in ward no 89 chikalthana , excavation foundation on / pipe trenches in earth , soils of all types and gravel and soft murum including removing the excavated material up to a distance of 50mtrs . and lifts as below stacking and spreading directed normal dewatering preparing the 1 . excavation foundation in / pipe trenches in earth , soils of all types and gravel and soft murum etc . complete . ( ssr no ) , excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance of 50 mtrs and lifts as below , stacking and spreading as directed by engineer in charge , normal dewatering preparing the bed foundation 2 . excavation for foundation / pipe trenches in hard murum etc . complte . ( ssr no ) , excavation for foundation / pipe trenches in soft rock and old cement and lime masonary foundation , asphalt road including removing the excavated material upto a distance of 50 m beyond the area and lifts as below , stacking as directed by engineer - in - 5 . excavation for foundation / pipe trenches in soft rock and old cement and lime masonary foundation , asphalt road etc . ( ssr no ) , removing existing pipe line of the following pipe size stone ware pipe / r . c . c pipe including cost of necessary excavation and refilling of the trenches , breaking the joints , lifting the pipe and stacking to the place as directed by the engineer - in 7-150 mm dia rcc pipe etc . complete . ( ssr no ) 150 mm dia rcc pipe , providing isi standard stoneware pipe including all taxes ( central and local ) , inspection charges , railway freight , unloading from railway wagons , loading into trucks , transport to department stores , unloading , stacking etc . complete . mjp dsr 2011-201 10-300 mm dia ( ssr no ) 300 mm dia , lowering , laying and jointing in proper grade and alignment stone ware pipes with cement joints in cm ( 1 : 1 ) proportion of following diameters including cost of conveyance from stores to site of work , joinging material , labour giving satificatory hydra 11-300 mm dia ( ssr no ) 300 mm dia , providing isi standard rcc pipe np2 class in standerd lengths of following diameter suitable for either collar joints or rubber ring joints including all texes ( central and local ) inspection charge tramsport to departmental stors / site unloading 12 class p-1 300 mm dia ( ssr no ) 300 mm dia , providing and supplying r . c . c . collars for r . c . c . pipe np2 class of following size ( as per sanctioned rate ) 13-300 mm dia ( ssr no ) 300 mm dia , lowering , laying nad jointing in proper grade and alignmet rcc pipes with collar joints in cm ( 1 : 1 ) proporation of for socket rcc pipes with ruber joint ( excuding cost rubber ring of rcc colluor ) including cost conyins from stors to site of 14-300 mm dia ( ssr no ) 300mm dia , providing and constructing on drainage line b . b . masonary circular manhole concentric cone 0 . 90 mtrs . dia . at bottom and 0 . 5 mtrs dia at top and upto a depath of 1 . 50 mtrs . with 23 cm thick brick work in cm 1:5 prop with 12 mm thick . smooth rendering , 15-1 . 50 mt ( ssr no ) 1 . 50 mt depth , providing steel fiber reinforced concrete ( s . f . r . c ) frame , cover heavy duty / medium duty of rectangular pr circular in shape of approved make including loading unloading transportation , all taxes etc . complete as directed by engineer - in charge ( as per sanctioned 18 circular hd 540 / 630 mm with frame ( ssr no ) circular hd 540 / 630 mm with frame , refilling the trenches available excavated stuff with soft material . first over pipe line and then hard material in 15 cm layers with all leads and lifts including consolidation , surcharging , etc complete . 19 ( ssr no ) , raising the existing manhole chamber with 23 cm thick brick work in cm 1 : 6 prop . in 30 cm concentrick cone including 12 mm thick cement plaster in cm 1 : 4 prop on both side complete . ( as per rate analysis ) 20 ( ssr no ) , providing and repairing to existing manhole chambers after fixing pipes with necessary brick work , benching , channeling , plastering etc . complete ( as per rate analysis ) 21 ( ssr no ) , fixing of sfrc farame & cover to manahol chamber / rectangular sfrc cover & frame in cc m-15 ( concret 1:2:4 pro . etc . complate . ( as per rate . analysis ) 22- circular hd 540 / 630with frame ( ssr no ) 22- circular hd 540 / 630with frame , desilting thr sum of sewerage eork in wet or dry condition including lifts 0to 9 . 00 mt & lead up to 150 m as requred beyond the work site stacking spreading including necessary gurding etc . com . as directed by engineer in charge23 ( ssr no ) up to 0 to 9 m depth , transportation of surplus material from work site to any disposal place as directed by the engineer - in charge with a lead of -1 . 00------------km including and stracking etc . complete . ( as per pwd dsr 2002-2003 ) 25-1 . 00manuar or sludge ( ssr no ) 1 . 00manuar or sludge , removing chock up on existing drainage line including requaired dewatering by pump desilting of manhole desilting of existing drainaige line by using power bucket machine and roadding machin including transporation of rodding machin etc . co . removing chock up on existing drainage line including requaired dewatering by pump desilting of manhole desilting of existing drainaige line by using power bucket machine and roadding machin including transporation of rodding machin etc . co . ( ssr no ) 150 to 250 mm dia drainage laine . ***
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 3
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15.
Public Administrative Department #10530785 Price Bid
Removing Of Chockup And Daily Maintenance Of Existing Drainage Line In Ward No 83 Mukundwadi , excavation foundation on /pipe trenches in earth , soils of all types and gravel and soft murum including removing the excavated material up to a distance of 50mtrs . and lifts as below stacking and spreading directed normal dewatering preparing the 1 . excavation foundation in /pipe trenches in earth , soils of all types and gravel and soft murum etc . complete . ( ssr no ) , excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance of 50 mtrs and lifts as below , stacking and spreading as directed by engineer in charge , normal dewatering preparing the bed foundation 2 . excavation for foundation / pipe trenches in hard murum etc . complte . ( ssr no ) , excavation for foundation / pipe trenches in soft rock and old cement and lime masonary foundation , asphalt road including removing the excavated material upto a distance of 50 m beyond the area and lifts as below , stacking as directed by engineer - in - 5 . excavation for foundation / pipe trenches in soft rock and old cement and lime masonary foundation , asphalt road etc . ( ssr no ) , removing existing pipe line of the following pipe size stone ware pipe/r . c . c pipe including cost of necessary excavation and refilling of the trenches , breaking the joints , lifting the pipe and stacking to the place as directed by the engineer - in 7-150 mm dia rcc pipe etc . complete . ( ssr no ) 150 mm dia rcc pipe , providing isi standard stoneware pipe including all taxes ( central and local ) , inspection charges , railway freight , unloading from railway wagons , loading into trucks , transport to department stores , unloading , stacking etc . complete . mjp dsr 2011-201 10-300 mm dia ( ssr no ) 300 mm dia , lowering , laying and jointing in proper grade and alignment stone ware pipes with cement joints in cm ( 1 : 1 ) proportion of following diameters including cost of conveyance from stores to site of work , joinging material , labour giving satificatory hydra 11-300 mm dia ( ssr no ) 300 mm dia , providing isi standard rcc pipe np2 class in standerd lengths of following diameter suitable for either collar joints or rubber ring joints including all texes ( central and local ) inspection charge tramsport to departmental stors /site unloading 12 class p-1 300 mm dia ( ssr no ) 300 mm dia , providing and supplying r . c . c . collars for r . c . c . pipe np2 class of following size ( as per sanctioned rate ) 13-300 mm dia ( ssr no ) 300 mm dia , lowering , laying nad jointing in proper grade and alignmet rcc pipes with collar joints in cm ( 1 : 1 ) proporation of for socket rcc pipes with ruber joint ( excuding cost rubber ring of rcc colluor ) including cost conyins from stors to site of 14-300 mm dia ( ssr no ) 300mm dia , providing and constructing on drainage line b . b . masonary circular manhole concentric cone 0 . 90 mtrs . dia . at bottom and 0 . 5 mtrs dia at top and upto a depath of 1 . 50 mtrs . with 23 cm thick brick work in cm 1:5 prop with 12 mm thick . smooth rendering , 15-1 . 50 mt ( ssr no ) 1 . 50 mt depth , providing steel fiber reinforced concrete ( s . f . r . c ) frame , cover heavy duty/medium duty of rectangular pr circular in shape of approved make including loading unloading transportation , all taxes etc . complete as directed by engineer - in charge ( as per sanctioned 18 circular hd 540/630 mm with frame ( ssr no ) circular hd 540/630 mm with frame , refilling the trenches available excavated stuff with soft material . first over pipe line and then hard material in 15 cm layers with all leads and lifts including consolidation , surcharging , etc complete . 19 ( ssr no ) , raising the existing manhole chamber with 23 cm thick brick work in cm 1 : 6 prop . in 30 cm concentrick cone including 12 mm thick cement plaster in cm 1 : 4 prop on both side complete . ( as per rate analysis ) 20 ( ssr no ) , providing and repairing to existing manhole chambers after fixing pipes with necessary brick work , benching , channeling , plastering etc . complete ( as per rate analysis ) 21 ( ssr no ) , fixing of sfrc farame & cover to manahol chamber /rectangular sfrc cover & frame in cc m-15 ( concret 1:2:4 pro . etc . complate . ( as per rate . analysis ) 22- circular hd 540/630with frame ( ssr no ) 22- circular hd 540/630with frame , desilting thr sum of sewerage eork in wet or dry condition including lifts 0to 9 . 00 mt & lead up to 150 m as requred beyond the work site stacking spreading including necessary gurding etc . com . as directed by engineer in charge23 ( ssr no ) up to 0 to 9 m depth , transportation of surplus material from work site to any disposal place as directed by the engineer - in charge with a lead of -1 . 00------------km including and stracking etc . complete . ( as per pwd dsr 2002-2003 ) 25-1 . 00manuar or sludge ( ssr no ) 1 . 00manuar or sludge , removing chock up on existing drainage line including requaired dewatering by pump desilting of manhole desilting of existing drainaige line by using power bucket machine and roadding machin including transporation of rodding machin etc . co . removing chock up on existing drainage line including requaired dewatering by pump desilting of manhole desilting of existing drainaige line by using power bucket machine and roadding machin including transporation of rodding machin etc . co . ( ssr no ) 150 to 250 mm dia drainage laine . ***
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 3
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16.
Public Administrative Department #10519923 Price Bid
Removing Of Chokeup And Daily maintenance Of Existing Drainage Line At Ward No . 51 Nageshwarwadi , rodding for removing choke up of following dia . existing drainage line using rodding , removing & refixing manhole cover , pluging drainage line stacking the silt as directed , controlling trafic , providing lantren , light etc . if required providing cautionary/warning trafic sign boards , providing necessary security arrangements , cleaning site after work , getting approval for cleaning work etc complete . ( non dsr rate ) , removing chokup of 100mm to 250mm dia . existing drainage line , removing chokup above 250mm dia . to 450mm existing drainage line , excavation for foundation/pipe line trenches in earth , soil of all types , sand , gravel and soft murum , including removing the excavated material upto a distance 50 mtr . & lift as below , stacking and spreading as directed , normal dewatering , preparing the bed for foundation and excluding backfilling etc . complete . ( bd-a/259 ) , excavation for foundation/pipe line trenches in hard murum and boulders w . b . m . road including removing the excavated material upto a distance 50 m beyond the area and lift as below , stacking and spreading as directed by engineer-in-charge normal dewatering preparing the bed for foundation and excluding backfilling etc . complete ( bd-a-3/259 ) lift 0 to 1 . 50 m . mjp dsr page no . 33 item no . 3 lift 0 to 1 . 50 m . , excavation for pipe line trenches in soft rock and old cement & lime masonry foundation asphalt road including removing the excavated material upto a distance 50 m beyond the area and lift as below , stacking and spreading as directed by engineer-in-charge normal dewatering , preparing the bed for foundation and excluding backfilling etc , complete . ( bd-a-4/259 ) lift 0 to 1 . 50 m . mjp dsr page no . 33 item no . 5 , removing of following size stone-ware pipes including breaking out joints , sorting out useful material & stacking them as directed by engineer-in-charge analised item mjp dsr page no: as per rate analysis item no . : , 100mm to 250mm dia . swg pipe , 300mm swg pipe , removing existing pipe line of the following r . c . c . pipes excluding cost of necessary excavation and refilling of the trenches , breaking the joints , lifting the pipes and stacking to the places as directed by the engineer-in-charge with all leads and lifts including cleaning the surfaces etc . complete mjp dsr pg no . mjp/dsr 2005-06/ it no . -11 pg no-49 item no . , 150 mm dia . r . c . c . pipe , 225 mm dia . r . c . c . pipe , providing isi standard stoneware pipes including all taxes ( central and local ) , inspection charges , railway freight , unloading from railway wagons , loading into trucks , transprt to departmental stores , unloading , stacking etc . complete . mjp dsr page no . mjp/dsr 2005-06/ it no-11 pg 49 item no . , 150 mm dia . swg pipe , 225 mm dia . swg pipe , 300 mm dia . swg pipe , lowering laying and jointing in proper grade and alignment stoneware pipes with cements joints in c . m . ( 1:1 ) proporation of following diameters including cost of conveyance from store to site of work jointing material , labour , giving satisfactory hydraulic testing etc . complete mjp dsr page no . section . 9 , dsr page no . 92 item no . section-1 ( 5 ) , 150 mm dia . swg pipe , 225 mm dia . swg pipe , 300 mm dia . swg pipe , raising the existing manhole chamber with 23 cm thick brick work in cm 1:6 prop . in 30 cm concerntrick cone including 12mm thick cement plaster in cm 1:4 prop on both side complete . mjp dsr page no . ( as per rate analysis ) item no: , providing and reparing to existing manhole chambers after fixing pipes with necessary brick work , benching channeling , plastering etc . complete . mjp dsr pg no . ( as per rate analysis ) item no . , providing and constructing on drainage line b . b . masonry circular manhole , concentric cone 0 . 90 mtrs . dia . at bottom and 0 . 5 mtrs . dia at top and up to a depth of 1 . 50 mtrs . with 23 cm thick brick work in c . m . 1:6 prop with 12 mm thick cement plaster in 1:4 , with smooth rendering , 1:2:4 coping & fixing approved make & quality s . f . r . c . frame & cover of 56 cm dia . etc . including all necessary excavation & 1:5:10 bed cc . etc . all complete as directed by engineer in charge ( rebate for every decrease in depth of 3 cm or part there of rs . 1212/- per 30 cm ) mjp dsr page no . as per rate analysis item no . depth-0 . 90 mt . , providing & supplying steel fiber reinforced concrete ( sfrc ) frame & cover heavy duty/medium duty of rectangular of circular in shape of approved make including loading , unloading , transporatation , all taxes etc . complete . as directed by engineer in charg ( 20tones capacity ) mjp dsr page no: mjp/dsr/2006-07/it/page-244 item no: circular hd 540/630 with frame , fixing of sfrc frame and cover to manhole chamber/rectangular sfrc cover and frame in c . c . m-15 ( concrete 1:2:4 prop ) etc . complete mjp dsr page no . ( as per rate analysis item no . 22 circular hd 540/630 mm with frame . , providing and constructing brick masonary in cement mortar 1:6 for intercepting chamber 90 cm x 45 cm . including 1:4:8 cement concrete foundation , 1:2:4 cement concrete channels half round s . w . g . pipes , channel/half round glazed stone ware interlocking trap with rodding pipe set in 1:4:8 c . c . block , with plastering brick masonary inside and out side with cement mortar 1:4 and inside neat cement finish including 75mm . thick r . c . c . cover etc . complete . depth upto 1 . 20m . spec . no . bd . v . 44 pg 574 pwd dsr pg no . 208 item 736 , providing & supplying in position steel fiber reinforced concrete ( s . f . r . c . ) cover heavy duty/medium duty of rectangular or circular in shape of approved make including loading unloading , transportation , all taxes etc . complete mjp dsr pg no item no . rectangular 1000*700*75 hd sfrc cover20tonnes capacity ( without frame ) , refilling and the trenches availlabel excavated stuff with soft material first over pipe line and then hard materials in 15 cm layers with all leads and lifts including consolidation , surcharging , etc complete . mjp dsr page no . 36 item no . 15 , desilting the supply well , intake well/head works , sump of water supply/sewerage works etc . in wet or dry condition including lifts upto 9 m and lead upto 1 50 m as required beyond the work site , stacking , sprreading , including necessary guarding , etc . mjp dsr pg 42 item 13 a ) add for every additional lift of 1 . 5 m , providing and fixing mild steel grill work for windows , ventilators etc . 20kg/sqm . as per drawing including fixtures , necessary welding and painting with one coat of anticorrosive paint and two coats of oil painting complete . spec . no . bd . u . 1 [g 537 pwd dsr pg no . 179 item 604 , providing & supplying 6mm dia . high carban steel rods with connecting screwed roding arrangements of length 1 . 0m etc . complete . as directed by engineer incharge ( as per market rate ) , transport of surplus material from work site to any disposal place as directed by engineer-in-charge with lead of|_____km including and stacking etc . complete . ( mjp/dsr/2015-16/lead chart/page no . 19 ) item no . lead of 5 . 00 km for mannuar or sludge
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
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17.
Public Administrative Department #10519918 Price Bid
Water Supply Maintenance And Repairing For Zone No . 4 In Ward No . 6 , 7 , 9 , Excavation For Foundation/Pipe Trenches In Earth , Soils Of All Ltypes , Sand , Gravel And Soft Murum , Including Removing The Excavated Material Upto A Distance Of 50 Metres And Lifts As Below , Stacking And Spreading As Directed , Normal Dewatering Preparing The Bed For Foundation And Excluding Back Filling Etc Complete ( Bd-A-1/259 ) Lift 0 To 1 . 5 M Mjp/Dsr/2018-2019/ Page No . 34 I . No . 1 , Excavation For Foundation/Pipe Trenches In Hard Murum And Boulders , W . B . Mn . Road Including Removing The Excavated Material Upto A Distance Of 50 M Beyond The Area And Lifts As Below , Stacking And Spreading As Directed By Engineer-In-Charge , Normal Dewatering , Preparing The Bed For Foundation And Excluding Backfilling , Etc . Complete ( Bd-A-3/259 ) Lift 0 To 1 . 5 M Mjp/Dsr/2018-2019 Page No . :33 Item No . :3 , Excavation For Foundation/Pipe Trenches In Soft Rock And Old Cement And Lime Masonry Foundation Asphalt Road By All Means Including Removing The Excavated Material Upto A Distance Of 50 M Beyond The Are And Lifts As Below , Stacking As Directed By Engineer-In-Charge , Normal Dewatering , Preparing The Bed For Foundation And Excluding Backfilling Etc Complete ( Bd-A-4/259 ) Lift 0 To 1 . 5 M Mjp/Dsr/2018-2019/ Page No . 34 I . No . 5 , Excavation For Foundation / Pipe Line Trenches In Hard Rock And Concrete Road By Chiselling , Wedging , Line Drilling By Mechanical Means Other Than Blasting Including Trimming And Levelling The Bed , Removing The Excavated Material Upto A Distance Of 50 Metres And Lifts As Below , Stacking And Spreading As Directed , Normal Dewatering , Preparing The Bed For Foundation And Excluding Backfilling , Etc Comp . Lift 0 To 1 . 50 M Mjp/Dsr/2016-2017/ Page No . 35 I . No . 7 , Dewatering The Excavated Trenched And Pools Of Water In The Building Trenches /Pipeline Trenches , Well Works By Using Pumps And Other Devices Including Disposing Off Water To Safe Distance As Directed By Engineer-In-Charge ( Including Cost Of Machinery , Labour , Fuel ) , Etc Complete . , Providing And Supplying Ac Pressure Pipes Manufactred & Tested As Per 150 160 Standerds Of Following Class & Diameters In Standared Length Etc . , 80 Mm Dia Ac Pipe , 100 Mm Dia Ac Pipe , 150 Mm Dia Ac Pipe , 200 Mm Dia Ac Pipe , 250 Mm Dia Ac Pipe , Providing And Supplying C . I . Detachable Joints Suitable For A . C . Pressure Pipes Manufactured As Per Is-1538/1993 Standard Of Following Class And Diameter Including Cost Of All Taxes ( Central And Local ) , Insurance Railway Freight , Inspection Charges , Unloading From Railway Wagon , Loading Into Truck , Trnsporting To Departmental Store/Site , Unloading , Stacking And Ocst Of Rubber Rings , Nut Bolts , Etc Complete . , 80 Mm Dia Cid Joint , 100 Mm Dia Cid Joints , 150 Mm Dia Cid Joints , 200 Mm Dia Cid Joints , 250 Mm Dia Cid Joints , 300 Mm Dia Cid Joints , Providing And Supplying Isi Standard M . S . Specials Of Required Thickness With 3 Coats Of Approved Make Epoxy Paint ( Shalimar , Ciba Or Mahindra & Mahindra Make ) From Inside And Outside Surface Including All Taxes ( Central And Local ) , Octroi , Inspection Charges , Transportation To Stores/Site And Stackding , Etc . Complete E ) Plain Ended Specials Or Plain Ended Branch Flanged Specials Of All Diameters . , Providing And Supplying Isi Mark D . I . S&S Pipes ( Push On Joints Pressure Pipes ) Of Di Of Following Class And Diameters Confirming To The Is Specification Inclusive Cost Of Jointing Materials ( Rubber Gasket Of Epdm Quality ) Including All Statutary Duties And Taxes Levied By Goi & Gom In All Respect , Education Cess , Vat , Pasrty Inspection Charges Of Tpi Agency Approved By Mjp Including Transit Insurance , Railway Freight , Unloading From Railway Wagon , Loading Into Truck , Transportation To Departmental Store/Site Of Work , Unloading , Stacking Etc . Complete As Directed By Engineer-In-Charge ( Is-1536/2001 For Pipes & Is 158/1969 & Is-12820/1989 Or Latest Endition/Revision With Amendments For Rubber Gasket . ) ( Bd-A-4/259 ) Lift 0 To 1 . 5 M Mjp/Dsr/2018-2019/ Page No . 58 I . No . 3 ( B ) , 100 Mm Dia Dik-7 Grade , 150 Mm Dia Dik-7 Grade , 200 Mm Dia Dik-7 Grade , Lowering Laying And Jointing With Cid Joints Ac Pressure Pipes And Ci Or Ms Specials Of Following Class And Diameter Including Conveyance From Stores To Site Of Works Cost Of Labour And Material Giving Satisfactory Hydraulic Testing Etc . As Per Isi Code Etc Complete But Excluding Cost Of Cid Joints Nut-Bolts Rubber Rings . , 80 Mm Dia Ac Pipe , 100 Mm Dia Ac Pipe , 150 Mm Dia Ac Pipe , 200 Mm Dia Ac Pipe , 250 Mm Dia Ac Pipe , Lowering , Laying And Jointing With Sbr Rubber Gaskets C . I . S/S Pipes Of Various Classes With Ci/Ms Specials Of Following Diameters In Proper Position , Grade And Alignment As Directed By Engineer-In-Charge Including Coveyance Of Materials From Stores To Site Of Work , Including Cost Of Jointing Materils And Rubber Rings , Labour , Giving Hydraulic Testing , Etc . Complete , 100 Mm Dia Dik-7 , 150 Mm Dia Dik-7 , 200 Mm Dia Dik-7 , Removing And Refixing Half Body Sluice Valve Including Excavation Refilling Cost Of Rubber Packing , Nut Bolt , With Gate , Gland Rope , Repair By Welding Etc Complete , 80 Mm Dia , 100 Mm Dia , 150 Mm Dia , 200 Mm Dia , 250 Mm Dia , 300 Mm Dia , 350 Mm Dia , 400 Mm Dia , 450 Mm Dia , 500 Mm Dia , Providing Double Flanged Sluice Valves Conforming To Is-2906/14846 Including Worm Gear Arrangements As Per Test Pressure , Stainless Steel Spindle , Caps , Including All Taxes , Transportation , Etc . Complete . , 80 Mm Dia S . V . , 100 Mm Dia S . V . , 150 Mm Dia S . V . , 200 Mm Dia S . V . , 250 Mm Dia S . V . , 300 Mm Dia S . V . , Lowering Layding And Jointing In Position Following Cidf Reflux Valve , Butterflay Valave And Sluice Valve Etc Complete , 80 Mm Dia S . V . , 100 Mm Dia S . V . , 150 Mm Dia S . V . , 200 Mm Dia S . V . , 250 Mm Dia S . V . , 300 Mm Dia S . V . , Removing Remaking Existing Cross Connection Including Excavation Broken Cid Joints And Tee Including Excavation And Refilling Etc Complete , 80 Mm Dia , 100 Mm Dia , 150 Mm Dia , 200 Mm Dia , 250 Mm Dia , 300 Mm Dia , 350 Mm Dia , 30% Rate Of Making Cross Connection , Checking Private Water Connection Including Excavation Cost Of Gi Specials Clamp Removing Reconnecting Water Connection Etc Complete , Cutting And Champhering Of Pipes Of Following Diameters Including Cost Of All Materials And Labour Involved , Etc . Complete As Directed By Engineer-In-Charge ( For All Class Of Pipes ) , A . C . Pipe , 80 Mm Dia Ac , 100 Mm Dia Ac , 150 Mm Dia Ac , 200 Mm Dia Ac , 250 Mm Dia Ac , C . I . Pipes , 80 Mm Dia Ci , 100 Mm Dia Ci , 150 Mm Dia Ci , 200 Mm Dia Ci , 250 Mm Dia Ci , Providing And Supplying Gun Metal Check Nut Of Following Diameter Of Sluice Valve Standard Specification Etc Complete , ( As Per Market Rate ) , 80 Mm Dia , 100 Mm Dia , 150 Mm Dia , 200 Mm Dia , 250 Mm Dia , 300 Mm Dia , 350 Mm Dia , 400 Mm Dia , Providing And Supplying S . S . Spindle Rod As Per Standard Specifications And Suitable For Sluice Valve Etc Complete , ( As Per Market Rate ) , 80 Mm Dia , 100 Mm Dia , 150 Mm Dia , 200 Mm Dia , 250 Mm Dia , 300 Mm Dia , 350 Mm Dia , 400 Mm Dia , 450 Mm Dia , 500 Mm Dia , Providing Of C . I . Mechanical Compression Collar Coupling Suitable For C . I . Spun Pipes ( As Per Is-1536/2001 ) And Complet
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
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18.
Public Administrative Department #10519915 Price Bid
maintenance and repair To Sluice Valve And Water Supply Distribution System At Bhanudas Nagar , Vishnunagar , Galli No . 1 , 2 , 3 , 4 , 5 , Meetrenagar In Ward No . 76 , excavation for foundation / pipe trenches in earth , soils of all types , sand , gravel and soft murum , including removing the excavated material upto a distance of 50 metres and lifts as below , stacking and spreading as directed , normal dewatering , preparing the bed for foundation and excluding backfilling , etc comp . lift 0 to 1 . 50 m mjp/dsr/2019-20/page no . 33 i . no . 1 , excavation for foundation / pipe trenches in hard murum and boulders , w . b . m . road including removing the excavated material upto a distance of 50 metres and lifts as below , stacking and spreading as directed , normal dewatering , preparing the bed for foundation and excluding backfilling , etc comp . lift 0 to 1 . 50 m mjp/dsr/2019-2020/ page no . 33 i . no . 3 , excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road by all means including removing the excavated material upto a distance of 50 metres and lifts as below , stacking and spreading as directed , normal dewatering , preparing the bed for foundation and excluding backfilling , etc comp . lift 0 to 1 . 50 m mjp/dsr/2019-2020/ page no . 33 i . no . 5 , providing and supplying asbestos cement pressure pipes manufactured and tested as per iso-160 standards of following class and diameter in standard lengths including cost of all taxes ( central and local ) , insurance , railway freight , inspection charges , unloading from railway wagon , loading into truck , transporting to departmental store/site , unloading , stacking etc . complete mjp/dsr/2012-2013/page no . 57 . i . no . 1 , 100mm , lowering , laying and jointing with cid joints , a . c . pressure pipes and ci or ms specials of following class and diameters including conveyance from stores to site of works , cost of labour and material , giving satisfactory hydraulic testing , etc . as per isi code , etc . complete but excluding cost of c . i . d . joints , nut bolts , rubber rings . mjp/dsr/2012-2013/ p . no . 59 i . no . 4 ( a ) , 100mm , providing d . i . pipes ( push on joints pressure pipes of di of following class and diameters confirming to the is specification inclusive cost of jointing materials ( rubber gasket of epdm quality ) excluding gst levied by goi & gom in all respect including third party inspection charges of tpi agency approved by mjp including transit insurance , railway freight , unloading from railway wagon , loading into truck , transportation to departmental store/site of work , unloading , stacking etc . complete as directed by engineer incharge . ( is-8329:2000 for pipes & is-158:1969 & is-12820:1989 or latest edition/revision with amendments for rubber gasket . ) di k-7 grade mjp/dsr/2019-2020/page no . 59 i . no . 3 , 100 mm , 150 mm , lowering , laying and jointing with sbr rubber gaskets c . i . & d . i . pipes of various classes with ci / ms specials of following diameters in proper position , grade and alignment as directed by engineer-in-charge including conveyance of material from stores to site of work , excluding cost of jointing materials and rubber rings , including labour , etc complete . note: only sbr rubber gaskets to be used as per is- 5382 / 12820 mjp/dsr/2019-2020/page no . 58 i . no . 2 ( a ) , 100 mm , 150 mm , providing and supplying c . i . detachable joints suitable for a . c . pressure pipes manufactured as per is- 1538 / 1993 standards of following class and dimeter including cost of insurance , railway freight , inspection charges , unloading from railway wagon , loading into truck , transporting to departmental store , unloading , stacking and cost of rubber rings , nut bolts , excluding gst levied by goi & gom in all respect etc . complete . mjp/dsr/2019-2020/page no . 64 i . no . 13 , class 10 /15 , 100 mm , 150 mm , cutting and champhering of pipes of following diameters including cost of all materials and labour involved , etc . complete as directed by engineer-in-charge . ( for all class of pipes ) mjp/dsr/2019-2020/page no . 136 i . no . 20 , 100 mm , 150 mm , providing double flanged sluice valves confirming to is- 2906 / 14846 including worm gear arrangements as per test pressure , stainless steel spindle , caps , including inspection charges , transportation upto departmental store , unloading , stacking excluding gst levied by goi & gom in all respect etc . complete . pn-1 . 0 ( without bypass arrangement ) mjp/dsr/2019-2020/page no . 127 i . no . 2 ( a ) , 100 mm , 150 mm , lowering laying and jointing in position following c . i . d/f reflux valves , butterfly valves and sluice valves including cost of all labour , jointing material , including nut bolts and giving satisfactory hydraulic testing , etc complete . sluice valves mjp/dsr/2019-2020/page no . 130 i . no . 4 , 100 mm , 150 mm , checking & repairing private water connection and reconnecting the same etc complete , removing and refixing the half body of sluice valves including excavation , refilling , cost of rubber packing , nut bolts , with gate , gland rope , repair by welding etc complete ( 70 % rate of laying sluice valves ) mjp/dsr/2019-2020/ page no . 130 i . no . 4 , 100 mm , 150 mm , providing and supplying s . s . spindle rod as per standard specifications and suitable for sluice valves etc complete . ( as per market rate ) , 100 mm , providing and supplying gun metal check nut of following diameter of sluice valves as per standard specifications , etc . complete , 100 mm , 150 mm , providing and supplying m . s . clamp for pipes of following diameters etc comp . ( as per market rate ) , 100 mm , 150 mm , providing and supplying isi standard ci flanged / s & s specials excluding gst levied by goi & gom in all respect including railway freight , insurance , unloading from railway wagon , loading into truk , transport to departmental stores , unloading , stacking , etc . complete . c ) plain ended/plain ended branch flanged specials - i ) 80 mm dia to 300 mm dia mjp/dsr/2019-2020/ page no . 60 , i . no . 6 ( c ) , providing & laying in situ cement concrete m-15/1:2:4 of trap/granite/ quartzite/ gness metal for foundation and bedding including dewatering , compacting and curing etc . complete . pwd/dsr/2015-16/p . no 287 i no 29 , refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation , surcharging , etc . complete . mjp/dsr/2019-2020/page no . 36 i . no . 15
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
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19.
Public Administrative Department #10519909 Price Bid
maintenance and repair To Water Supply Distribution System At Pundlik Nagar , Garkheda , Shivajinagar Area Zone No . 7 , item no . 1 excavation for foundation / pipe trenches in earth , soils of all types , sand , gravel and soft murum , including removing the excavated material upto a distance of 50 metres and lifts as below , stacking and spreading as directed , normal dewatering , preparing the bed for foundation and excluding backfilling , etc comp . lift 0 to 1 . 50 m mjp / dsr / 2019-20 / page no . 33 i . no . 1 , item no . 2 excavation for foundation / pipe trenches in hard murum and boulders , w . b . m . road including removing the excavated material upto a distance of 50 metres and lifts as below , stacking and spreading as directed , normal dewatering , preparing the bed for foundation and excluding backfilling , etc comp . lift 0 to 1 . 50 m mjp / dsr / 2019-2020 / page no . 33 i . no . 3 , item no . 3 excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road by all means including removing the excavated material upto a distance of 50 metres and lifts as below , stacking and spreading as directed , normal dewatering , preparing the bed for foundation and excluding backfilling , etc comp . lift 0 to 1 . 50 m mjp / dsr / 2019-2020 / page no . 33 i . no . 5 , item no . 4 excavation for foundation / pipe trenches in hard rock and concrete road by chiselling , wedging , line drilling by mechanical means or by all means other than blasting including trimming and levelling the bed , removing the excavated material upto a distance of 50 metres and lifts as below , stacking and spreading as directed , normal dewatering , preparing the bed for foundation and excluding backfilling , etc comp . lift 0 to 1 . 50 m mjp / dsr / 2019-2020 / page no . 34 i . no . 7 , item no . 5 providing and supplying asbestos cement pressure pipes manufactured and tested as per iso-160 standards of following class and diameter in standard lengths including cost of all taxes ( central and local ) , insurance , railway freight , inspection charges , unloading from railway wagon , loading into truck , transporting to departmental store / site , unloading , stacking etc . complete mjp / dsr / 2012-2013 / page no . 57 . i . no . 1 , a ) class 15 ( test pressure 1 . 5 mpa ) , 80mm , 100mm , 150mm , 200mm , item no . 6 lowering , laying and jointing with cid joints , a . c . pressure pipes and ci or ms specials of following class and diameters including conveyance from stores to site of works , cost of labour and material , giving satisfactory hydraulic testing , etc . as per isi code , etc . complete but excluding cost of c . i . d . joints , nut bolts , rubber rings . mjp / dsr / 2012-2013 / p . no . 59 i . no . 4 ( a ) , a ) class 15 ( test pressure 1 . 5 mpa ) , 80mm , 100mm , 150mm , 200mm , item no . 7 providing d . i . pipes ( push on joints pressure pipes of di of following class and diameters confirming to the is specification inclusive cost of jointing materials ( rubber gasket of epdm quality ) excluding gst levied by goi & gom in all respect including third party inspection charges of tpi agency approved by mjp including transit insurance , railway freight , unloading from railway wagon , loading into truck , transportation to departmental store / site of work , unloading , stacking etc . complete as directed by engineer incharge . ( is-8329:2000 for pipes & is-158:1969 & is-12820:1989 or latest edition / revision with amendments for rubber gasket . ) di k-7 grade mjp / dsr / 2019-2020 / page no . 59 i . no . 3 , 100 mm , 150 mm , item no . 8 lowering , laying and jointing with sbr rubber gaskets c . i . & d . i . pipes of various classes with ci / ms specials of following diameters in proper position , grade and alignment as directed by engineer-in-charge including conveyance of material from stores to site of work , excluding cost of jointing materials and rubber rings , including labour , etc complete . note: only sbr rubber gaskets to be used as per is- 5382 / 12820 mjp / dsr / 2019-2020 / page no . 58 i . no . 2 ( a ) , 100 mm , 150 mm , item no . 9 cutting and champhering of pipes of following diameters including cost of all materials and labour involved , etc . complete as directed by engineer-in-charge . ( for all class of pipes ) mjp / dsr / 2019-2020 / page no . 136 i . no . 20 , 100 mm , 150 mm , 200 mm , item no . 10 providing and supplying c . i . detachable joints suitable for a . c . pressure pipes manufactured as per is- 1538 / 1993 standards of following class and dimeter including cost of insurance , railway freight , inspection charges , unloading from railway wagon , loading into truck , transporting to departmental store , unloading , stacking and cost of rubber rings , nut bolts , excluding gst levied by goi & gom in all respect etc . complete . mjp / dsr / 2019-2020 / page no . 64 i . no . 13 , class 10 / 15 , 80 mm , 100 mm , 150 mm , 200 mm , 250 mm , 300 mm , item no . 11 providing and supplying i . s . i . mark rubber gasket suitable for c . i . or d . i . pipe of all class for tyton joints including inspection charges , transportation upto departmental stores excluding gst levied by goi & gom in all respect etc . complete . mjp / dsr / 2019-2020 / page no . 137 i . no . 21 ( a ) , 100mm , 150mm , 200mm , item no . 12 supply of c . i . mechanical compression collar coupling suitable for c . i spun pipes ( as per is-1536 / 2001 ) and complete with sealing rubber gasket of sbr , c . i . follower glands and m . s . nut bolts . the whole assembly should be mechanically and hydraulically tested to the provisions as laid down in is: 1538 / 1993 mjp / dsr / 2018-2019 / page no . 140 i . no . 2 , 100 mm , 150 mm , 200 mm , item no . 13 checking & repairing private water connection and reconnecting the same etc complete , item no . 14 disconnection of unauthorised private water connection etc . complete . , item no . 15 making cross connection to existing distribution main of any type including excavation , breaking and removing existing pipes , lowering , laying of specials and pipes in their position , refilling , closing the water supply in that area , dewatering and restarting the water supply , etc . complete as directed by engineer-in-charge for following diameters of existing pipeline , irrespective of diameter of branch line . ( the number of joints involved will be paid separately depending upon the nature of joints and required pipes , valves and specials will be supplied free of cost at stores ) mjp / dsr / 2019-2020 / page no . 47 i . no . 10 , 100 mm , 150 mm , 200 mm , item no . 16 providing double flanged sluice valves confirming to is- 2906 / 14846 including worm gear arrangements as per test pressure , stainless steel spindle , caps , including inspection charges , transportation upto departmental store , unloading , stacking excluding gst levied by goi & gom in all respect etc . complete . pn-1 . 0 ( without bypass arrangement ) mjp / dsr / 2019-2020 / page no . 127 i . no . 2
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
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20.
Public Administrative Department #10519896 Price Bid
Removing Of Chockup And Daily Maintanance Of Existing Drainahge Line In Ward No 85 Sanjay Nagar , Excavation Foundation On /Pipe Trenches In Earth , Soils Of All Types And Gravel And Soft Murum Including Removing The Excavated Material Up To A Distance Of 50Mtrs . And Lifts As Below Stacking And Spreading Directed Normal Dewatering Preparing The 1 . Excavation Foundation In /Pipe Trenches In Earth , Soils Of All Types And Gravel And Soft Murum Etc . Complete . ( Ssr No ) , Excavation For Foundation / Pipe Trenches In Hard Murum Including Removing The Excavated Material Upto A Distance Of 50 Mtrs And Lifts As Below , Stacking And Spreading As Directed By Engineer In Charge , Normal Dewatering Preparing The Bed Foundation 2 . Excavation For Foundation / Pipe Trenches In Hard Murum Etc . Complte . ( Ssr No ) , Excavation For Foundation / Pipe Trenches In Soft Rock And Old Cement And Lime Masonary Foundation , Asphalt Road Including Removing The Excavated Material Upto A Distance Of 50 M Beyond The Area And Lifts As Below , Stacking As Directed By Engineer - In - 5 . Excavation For Foundation / Pipe Trenches In Soft Rock And Old Cement And Lime Masonary Foundation , Asphalt Road Etc . ( Ssr No ) , Removing Existing Pipe Line Of The Following Pipe Size Stone Ware Pipe/R . C . C Pipe Including Cost Of Necessary Excavation And Refilling Of The Trenches , Breaking The Joints , Lifting The Pipe And Stacking To The Place As Directed By The Engineer - In 7-150 Mm Dia Rcc Pipe Etc . Complete . ( Ssr No ) 150 Mm Dia Rcc Pipe , Providing Isi Standard Stoneware Pipe Including All Taxes ( Central And Local ) , Inspection Charges , Railway Freight , Unloading From Railway Wagons , Loading Into Trucks , Transport To Department Stores , Unloading , Stacking Etc . Complete . Mjp Dsr 2011-201 10-300 Mm Dia ( Ssr No ) 300 Mm Dia , Lowering , Laying And Jointing In Proper Grade And Alignment Stone Ware Pipes With Cement Joints In Cm ( 1 : 1 ) Proportion Of Following Diameters Including Cost Of Conveyance From Stores To Site Of Work , Joinging Material , Labour Giving Satificatory Hydra 11-300 Mm Dia ( Ssr No ) 300 Mm Dia , Providing Isi Standard Rcc Pipe Np2 Class In Standerd Lengths Of Following Diameter Suitable For Either Collar Joints Or Rubber Ring Joints Including All Texes ( Central And Local ) Inspection Charge Tramsport To Departmental Stors /Site Unloading 12 Class P-1 300 Mm Dia ( Ssr No ) 300 Mm Dia , Providing And Supplying R . C . C . Collars For R . C . C . Pipe Np2 Class Of Following Size ( As Per Sanctioned Rate ) 13-300 Mm Dia ( Ssr No ) 300 Mm Dia , Lowering , Laying Nad Jointing In Proper Grade And Alignmet Rcc Pipes With Collar Joints In Cm ( 1 : 1 ) Proporation Of For Socket Rcc Pipes With Ruber Joint ( Excuding Cost Rubber Ring Of Rcc Colluor ) Including Cost Conyins From Stors To Site Of 14-300 Mm Dia ( Ssr No ) 300Mm Dia , Providing And Constructing On Drainage Line B . B . Masonary Circular Manhole Concentric Cone 0 . 90 Mtrs . Dia . At Bottom And 0 . 5 Mtrs Dia At Top And Upto A Depath Of 1 . 50 Mtrs . With 23 Cm Thick Brick Work In Cm 1:5 Prop With 12 Mm Thick . Smooth Rendering , 15-1 . 50 Mt ( Ssr No ) 1 . 50 Mt Depth , Providing Steel Fiber Reinforced Concrete ( S . F . R . C ) Frame , Cover Heavy Duty/Medium Duty Of Rectangular Pr Circular In Shape Of Approved Make Including Loading Unloading Transportation , All Taxes Etc . Complete As Directed By Engineer - In Charge ( As Per Sanctioned 18 Circular Hd 540/630 Mm With Frame ( Ssr No ) Circular Hd 540/630 Mm With Frame , Refilling The Trenches Available Excavated Stuff With Soft Material . First Over Pipe Line And Then Hard Material In 15 Cm Layers With All Leads And Lifts Including Consolidation , Surcharging , Etc Complete . 19 ( Ssr No ) , Raising The Existing Manhole Chamber With 23 Cm Thick Brick Work In Cm 1 : 6 Prop . In 30 Cm Concentrick Cone Including 12 Mm Thick Cement Plaster In Cm 1 : 4 Prop On Both Side Complete . ( As Per Rate Analysis ) 20 ( Ssr No ) , Providing And Repairing To Existing Manhole Chambers After Fixing Pipes With Necessary Brick Work , Benching , Channeling , Plastering Etc . Complete ( As Per Rate Analysis ) 21 ( Ssr No ) , Fixing Of Sfrc Farame & Cover To Manahol Chamber /Rectangular Sfrc Cover & Frame In Cc M-15 ( Concret 1:2:4 Pro . Etc . Complate . ( As Per Rate . Analysis ) 22- Circular Hd 540/630With Frame ( Ssr No ) 22- Circular Hd 540/630With Frame , Desilting Thr Sum Of Sewerage Eork In Wet Or Dry Condition Including Lifts 0To 9 . 00 Mt & Lead Up To 150 M As Requred Beyond The Work Site Stacking Spreading Including Necessary Gurding Etc . Com . As Directed By Engineer In Charge23 ( Ssr No ) Up To 0 To 9 M Depth , Transportation Of Surplus Material From Work Site To Any Disposal Place As Directed By The Engineer - In Charge With A Lead Of -1 . 00------------Km Including And Stracking Etc . Complete . ( As Per Pwd Dsr 2002-2003 ) 25-1 . 00Manuar Or Sludge ( Ssr No ) 1 . 00Manuar Or Sludge , Removing Chock Up On Existing Drainage Line Including Requaired Dewatering By Pump Desilting Of Manhole Desilting Of Existing Drainaige Line By Using Power Bucket Machine And Roadding Machin Including Transporation Of Rodding Machin Etc . Co . Removing Chock Up On Existing Drainage Line Including Requaired Dewatering By Pump Desilting Of Manhole Desilting Of Existing Drainaige Line By Using Power Bucket Machine And Roadding Machin Including Transporation Of Rodding Machin Etc . Co . ( Ssr No ) 150 To 250 Mm Dia Drainage Laine . ***
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 3
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21.
Public Administrative Department #10439100 Price Bid
Maintenance And Repairing Water Supply Pipe Line In Zone No . 4 At Ward No . 3 , Excavation For Foundation/Pipe Trenches In Earth , Soils Of All Ltypes , Sand , Gravel And Soft Murum , Including Removing The Excavated Material Upto A Distance Of 50 Metres And Lifts As Below , Stacking And Spreading As Directed , Normal Dewatering Preparing The Bed For Foundation And Excluding Back Filling Etc Complete ( Bd-A-1/259 ) Lift 0 To 1 . 5 M Mjp/Dsr/2019-2020/ Page No . I . No . , Excavation For Foundation/Pipe Trenches In Hard Murum And Boulders , W . B . Mn . Road Including Removing The Excavated Material Upto A Distance Of 50 M Beyond The Area And Lifts As Below , Stacking And Spreading As Directed By Engineer-In-Charge , Normal Dewatering , Preparing The Bed For Foundation And Excluding Backfilling , Etc . Complete ( Bd-A-3/259 ) Lift 0 To 1 . 5 M Mjp/Dsr/2019-2020 Page No . : Item No . : , Excavation For Foundation/Pipe Trenches In Soft Rock And Old Cement And Lime Masonry Foundation Asphalt Road By All Means Including Removing The Excavated Material Upto A Distance Of 50 M Beyond The Are And Lifts As Below , Stacking As Directed By Engineer-In-Charge , Normal Dewatering , Preparing The Bed For Foundation And Excluding Backfilling Etc Complete ( Bd-A-4/259 ) Lift 0 To 1 . 5 M Mjp/Dsr/2019-2020/ Page No . 34 I . No . 5 , Excavation For Foundation / Pipe Line Trenches In Hard Rock And Concrete Road By Chiselling , Wedging , Line Drilling By Mechanical Means Other Than Blasting Including Trimming And Levelling The Bed , Removing The Excavated Material Upto A Distance Of 50 Metres And Lifts As Below , Stacking And Spreading As Directed , Normal Dewatering , Preparing The Bed For Foundation And Excluding Backfilling , Etc Comp . Lift 0 To 1 . 50 M Mjp/Dsr/2019-2020/ Page No . 35 I . No . 7 , Excavation For Foundation / Pipe Line Trenches In Sluch Ddmuddy/Marshy/Slushy/Soils Of All Dtypes , Sand , Gravel And Soft Murum , Including Remvoing The Excavated Material Upto A Distance Of 50 Meters And Lifts As Below , Stacking And Spreading As Directed , Normal Dewatering Preparing The Bed For Foundation And Excluding Back Fillng Etc Complete . Mjp/Dsr/2019-2020/ Page No . 35 I . No . 7 , Providing And Supplying Ac Pressure Pipes Manufactured & Tested As Per 150 160 Standerds Of Following Class & Diameters In Standared Length Etc . , 100 Mm Dia Ac Pipe , 150 Mm Dia Ac Pipe , 200 Mm Dia Ac Pipe , Lowering Laying And Jointing With Cid Joints Ac Pressure Pipes And Ci Or Ms Specials Of Following Class And Diameter Including Conveyance From Stores To Site Of Works Cost Of Labour And Material Giving Satisfactory Hydraulic Testing Etc . As Per Isi Code Etc Completes But Excluding Cost Of Cid Joints Nut-Bolts Rubber Rings . , 100 Mm Dia , 150 Mm Dia , 200 Mm Dia , Providing And Supplying C . I . Detachable Joints Suitable For A . C . Pressure Pipes Manufactured As Per Is-1538/1993 Standard Of Following Class And Diameter Including Cost Of All Taxes ( Central And Local ) , Insurance Railway Freight , Inspection Charges , Unloading From Railway Wagon , Loading Into Truck , Trnsporting To Departmental Store/Site , Unloading , Stacking And Ocst Of Rubber Rings , Nut Bolts , Etc Complete . , 100 Mm Dia Cid Joints , 150 Mm Dia Cid Joints , 200 Mm Dia Cid Joints , 300 Mm Dia Cid Joints , Providing And Supplying C . I . Mechanical Compression Collar Coupling Suitable For C . I . Spun Pipes ( As Per Is-1536/2001 ) And Complete With Sealing Rubber Gasket Of Sbr , C . I . Follower Glands And M . S . Nut Bolts . The Whole Assembly Shoulod Be Mechanically And Hydraulically Tested To The Provision As Laid Down In Is : 1538/1993 ) , 300 Mm Dia , Providing And Supplying Isi Standard C . I . Specials Of Required Thickness With 3 Coats Of Approved Make Epoxy Paint ( Shalimar , Ciba Or Mahindra & Mahindra Make ) From Inside And Outside Surface Including All Taxes ( Central And Local ) , Octroi , Inspection Charges , Transportation To Stores/Site And Stackding , Etc . Complete E ) Plain Ended Specials Or Plain Ended Branch Flanged Specials Of All Diameters . , Removing Remaking Existing Cross Connection Including Excavation Broken Cid Joints And Tee Including Excavation And Refilling Etc Comple , 100 Mm Dia C/C , 150 Mm Dia C/C , 200 Mm Dia C/C , 250 Mm Dia C/C , Removing And Refixing Half Body Sluice Valve Including Excavation Refilling Cost Of Rubber Packing , Nut Bolt , With Gate , Gland Rope , Repair By Welding Etc Complete , 100 Mm Dia , 150 Mm Dia , 200 Mm Dia , 250 Mm Dia , 300 Mm Dia , Providing Double Flanged Sluice Valves Conforming To Is-2906/14846 Including Worm Gear Arrangements As Per Test Pressure , Stainless Steel Spindle , Caps , Including All Taxes , Transportation , Etc . Complete . , 100 Mm Dia S . V . , 150 Mm Dia S . V . , 200 Mm Dia S . V . , Removing Existing Cidf Sluice Valve Etc Comp . , 100 Mm Dia S . V . , 150 Mm Dia S . V . , 200 Mm Dia S . V . , Lowering Layding And Jointing In Position Following Cidf Reflux Valve , Butterflay Valave And Sluice Valve Etc Complete , 100 Mm Dia S . V . , 150 Mm Dia S . V . , 200 Mm Dia S . V . , Providing And Suplying S . S . Spindle Rod As Per Stadard Specifications And Suitable For Sluice Valve Etc Complete , 100 Mm Dia , 150 Mm Dia , 200 Mm Dia , 200 Mm Dia , 300 Mm Dia , Providing And Supplying Gun Metal Check Nut Of Following Diameter Of Sluice Valve Standard Specification Etc Complete . , 100 Mm Dia , 150 Mm Dia , 200 Mm Dia , 250 Mm Dia , Providing And Supplying Fabricating M . S . Clampetc Complete . , 100 Mm Dia , 150 Mm Dia , 200 Mm Dia , 250 Mm Dia , Removing And Refixing C . I . Gland Plate Existing Cidf Sluice Valve Including Rubber Packing , Nut , Bolt , Grees And Gland Rope Etc Complete , 100 Mm Dia , 150 Mm Dia , 200 Mm Dia , 250 Mm Dia , Dewatering The Excavated Trenches And Pools Of Water In The Building Trenhds / Pipe Line Trenches , Well Works By Using Pumps And Other Deices Including Disposig Off Water To Safe Distance As Directed By Enginner-In-Charge ( Including Cost Of Machinery , Labour , M Fuel ) , Etc Complete , Refilling The Trenches With Available Excavated Stuff With Soft Material First Over Pipeline And Then Hard Material In 15 Cm Layers With All Leads And Lifts Including Consolidation , Surcharging , Etc Complete
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
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22.
Public Administrative Department #10439098 Price Bid
Maintenance And Repairing , Water Contamination Zone No . 4 At Ward No . 11 , 28 , Excavation For Foundation / Pipe Trenches In Earth , Soils Of All Ltypes , Sand , Gravel And Soft Murum , Including Removing The Excavated Material Upto A Distance Of 50 Metres And Lifts As Below , Stacking And Spreading As Directed , Normal Dewatering Preparing The Bed For Foundation And Excluding Back Filling Etc Complete ( Bd-A-1 / 259 ) Lift 0 To 1 . 5 M Mjp / Dsr / 2019-2020 / Page No . I . No . , Excavation For Foundation / Pipe Trenches In Hard Murum And Boulders , W . B . Mn . Road Including Removing The Excavated Material Upto A Distance Of 50 M Beyond The Area And Lifts As Below , Stacking And Spreading As Directed By Engineer-In-Charge , Normal Dewatering , Preparing The Bed For Foundation And Excluding Backfilling , Etc . Complete ( Bd-A-3 / 259 ) Lift 0 To 1 . 5 M Mjp / Dsr / 2019-2020 Page No . : Item No . : , Excavation For Foundation / Pipe Trenches In Soft Rock And Old Cement And Lime Masonry Foundation Asphalt Road By All Means Including Removing The Excavated Material Upto A Distance Of 50 M Beyond The Are And Lifts As Below , Stacking As Directed By Engineer-In-Charge , Normal Dewatering , Preparing The Bed For Foundation And Excluding Backfilling Etc Complete ( Bd-A-4 / 259 ) Lift 0 To 1 . 5 M Mjp / Dsr / 2019-2020 / Page No . 34 I . No . 5 , Excavation For Foundation / Pipe Line Trenches In Hard Rock And Concrete Road By Chiselling , Wedging , Line Drilling By Mechanical Means Other Than Blasting Including Trimming And Levelling The Bed , Removing The Excavated Material Upto A Distance Of 50 Metres And Lifts As Below , Stacking And Spreading As Directed , Normal Dewatering , Preparing The Bed For Foundation And Excluding Backfilling , Etc Comp . Lift 0 To 1 . 50 M Mjp / Dsr / 2019-2020 / Page No . 35 I . No . 7 , Dewatering The Excavated Trenches And Pools Of Water In The Building Trenhds / Pipe Line Trenches , Well Works By Using Pumps And Other Deices Including Disposig Off Water To Safe Distance As Directed By Enginner-In-Charge ( Including Cost Of Machinery , Labour , M Fuel ) , Etc Complete , Providing And Supplying Ac Pressure Pipes Manufactured & Tested As Per 150 160 Standerds Of Following Class & Diameters In Standared Length Etc . , 100 Mm Dia Ac Pipe , 150 Mm Dia Ac Pipe , 300 Mm Dia Ac Pipe , Providing And Supplying C . I . Detachable Joints Suitable For A . C . Pressure Pipes Manufactured As Per Is-1538 / 1993 Standard Of Following Class And Diameter Including Cost Of All Taxes ( Central And Local ) , Insurance Railway Freight , Inspection Charges , Unloading From Railway Wagon , Loading Into Truck , Trnsporting To Departmental Store / Site , Unloading , Stacking And Ocst Of Rubber Rings , Nut Bolts , Etc Complete . , 100 Mm Dia Cid Joints , 150 Mm Dia Cid Joints , 200 Mm Dia Cid Joints , 300 Mm Dia Cid Joints , Providing And Supplying C . I . Mechanical Compression Collar Coupling Suitable For C . I . Spun Pipes ( As Per Is-1536 / 2001 ) And Complete With Sealing Rubber Gasket Of Sbr , C . I . Follower Glands And M . S . Nut Bolts . The Whole Assembly Shoulod Be Mechanically And Hydraulically Tested To The Provision As Laid Down In Is : 1538 / 1993 ) , 300 Mm Dia , Lowering Laying And Jointing With Cid Joints Ac Pressure Pipes And Ci Or Ms Specials Of Following Class And Diameter Including Conveyance From Stores To Site Of Works Cost Of Labour And Material Giving Satisfactory Hydraulic Testing Etc . As Per Isi Code Etc Completes But Excluding Cost Of Cid Joints Nut-Bolts Rubber Rings . , 100 Mm Dia , 150 Mm Dia , 200 Mm Dia , Providing And Supplying Isi Standard C . I . Specials Of Required Thickness With 3 Coats Of Approved Make Epoxy Paint ( Shalimar , Ciba Or Mahindra & Mahindra Make ) From Inside And Outside Surface Including All Taxes ( Central And Local ) , Octroi , Inspection Charges , Transportation To Stores / Site And Stackding , Etc . Complete E ) Plain Ended Specials Or Plain Ended Branch Flanged Specials Of All Diameters . , Removing Remaking Existing Cross Connection Including Excavation Broken Cid Joints And Tee Including Excavation And Refilling Etc Comple , 100 Mm Dia C / C , 250 Mm Dia C / C , Removing And Refixing Half Body Sluice Valve Including Excavation Refilling Cost Of Rubber Packing , Nut Bolt , With Gate , Gland Rope , Repair By Welding Etc Complete , 100 Mm Dia , 150 Mm Dia , 200 Mm Dia , 250 Mm Dia , 300 Mm Dia , 400 Mm Dia , Providing Double Flanged Sluice Valves Conforming To Is-2906 / 14846 Including Worm Gear Arrangements As Per Test Pressure , Stainless Steel Spindle , Caps , Including All Taxes , Transportation , Etc . Complete . , 100 Mm Dia S . V . Pn-1 . 6 , 150 Mm Dia S . V . Pn-1 . 6 , 200 Mm Dia S . V . , Lowering Layding And Jointing In Position Following Cidf Reflux Valve , Butterflay Valave And Sluice Valve Etc Complete , 100 Mm Dia S . V . Pn-1 . 6 , 150 Mm Dia S . V . Pn-1 . 6 , 200 Mm Dia S . V . , Removing Existing Cidf Sluice Valve Etc Comp . , 100 Mm Dia S . V . , 150 Mm Dia S . V . , 300 Mm Dia S . V . , Providing And Suplying S . S . Spindle Rod As Per Stadard Specifications And Suitable For Sluice Valve Etc Complete , 200 Mm Dia , 400 Mm Dia , Providing And Supplying Gun Metal Check Nut Of Following Diameter Of Sluice Valve Standard Specification Etc Complete . , 100 Mm Dia , 150 Mm Dia , 200 Mm Dia , 400 Mm Dia , Providing And Supplying Fabricating M . S . Clamp Etc Complete . , 100 Mm Dia , Removing And Refixing C . I . Gland Plate Existing Cidf Sluice Valve Including Rubber Packing , Nut , Bolt , Grees And Gland Rope Etc Complete , 100 Mm Dia , 150 Mm Dia , 200 Mm Dia , 250 Mm Dia , 300 Mm Dia , 400 Mm Dia , Gate By Repairing Welding Matching To Existing Valve Including Welding And Finishing Etc Complete , 500 Mm Dia Sluice Valve , Providing Nd Making Lead Caulked Joints With Molten Lead To Cast Iron Pipes And / Or Specials Of All Classes And Fitting Of Following Dia Including Cost Of Lead And All Joiniting Material , Labour Hydraulic Testing Etc Complete . , 200 Mm Dia , 250 Mm Dia , 300 Mm Dia , Cutting And Champhering Of Pipes Of Following Diameters Including Cost Of All Materials And Labour Involved , Etc , Complete As Didrected By Engineer-In-Charge ( For All Class Of Pipes ) , 100 Mm Dia Ac Pipe , 150 Mm Dia Ac Pipe , 150 Mm Dia C . I . Pipe , Checking Private Water Boaring Connection And Disconnecting Etc Complete . , 15 & 20 Mm Dia , Providing And Supplying C . I . Gland Plate Etc Complete . , 300 Mm Dia , Refilling The Trenches With Available Excavated Stuff With Soft Material First Over Pipeline And Then Hard Material In 15 Cm Layers With All Leads And Lifts Including Consolidation , Surcharging , Etc Complete
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
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23.
Public Administrative Department #10439094 Price Bid
Maintenance And Repairing Water Supply Pipe Line , Sluice Valve In Zone No . 5 At Ward No . 8 , 31 , 39 , 32 , Excavation For Foundation/Pipe Trenches In Earth , Soils Of All Ltypes , Sand , Gravel And Soft Murum , Including Removing The Excavated Material Upto A Distance Of 50 Metres And Lifts As Below , Stacking And Spreading As Directed , Normal Dewatering Preparing The Bed For Foundation And Excluding Back Filling Etc Complete ( Bd-A-1/259 ) Lift 0 To 1 . 5 M Mjp/Dsr/2019-2020/ Page No . I . No . , Excavation For Foundation/Pipe Trenches In Hard Murum And Boulders , W . B . Mn . Road Including Removing The Excavated Material Upto A Distance Of 50 M Beyond The Area And Lifts As Below , Stacking And Spreading As Directed By Engineer-In-Charge , Normal Dewatering , Preparing The Bed For Foundation And Excluding Backfilling , Etc . Complete ( Bd-A-3/259 ) Lift 0 To 1 . 5 M Mjp/Dsr/2019-2020 Page No . : Item No . : , Excavation For Foundation/Pipe Trenches In Soft Rock And Old Cement And Lime Masonry Foundation Asphalt Road By All Means Including Removing The Excavated Material Upto A Distance Of 50 M Beyond The Are And Lifts As Below , Stacking As Directed By Engineer-In-Charge , Normal Dewatering , Preparing The Bed For Foundation And Excluding Backfilling Etc Complete ( Bd-A-4/259 ) Lift 0 To 1 . 5 M Mjp/Dsr/2018-2019/ Page No . 34 I . No . 5 , Excavation For Foundation / Pipe Line Trenches In Hard Rock And Concrete Road By Chiselling , Wedging , Line Drilling By Mechanical Means Other Than Blasting Including Trimming And Levelling The Bed , Removing The Excavated Material Upto A Distance Of 50 Metres And Lifts As Below , Stacking And Spreading As Directed , Normal Dewatering , Preparing The Bed For Foundation And Excluding Backfilling , Etc Comp . Lift 0 To 1 . 50 M Mjp/Dsr/2019-2020/ Page No . 35 I . No . 7 , Providing And Supplying Ac Pressure Pipe Manufactured & Tested As Per 150 160 Standerds Of Following Class & Diameters In Standared Length Etc . , 100 Mm Dia , 150 Mm Dia , Lowering Laying And Jointing With Cid Joints Ac Pressure Pipes And Ci Or Msd Specials Of Following Class Of Workds Cost Of Labour And Material Giving Satisfactory Hydraulic Testing Etc . As Per Isi Code Etc Complete But Excluding Cost Of Cid Joints Nut-Bolts Rubber Rings . , 100 Mm Dia , 150 Mm Dia , Providing And Supplying C . I . Detachable Joints Suitable For A . C . Pressure Pipes Manufactured As Per Is-1538/1993 Standard Of Following Class And Diameter Including Cost Of All Taxes ( Central And Local ) , Insurance Railway Freight , Inspection Charges , Unloading From Railway Wagon , Loading Into Truck , Trnsporting To Departmental Store/Site , Unloading , Stacking And Ocst Of Rubber Rings , Nut Bolts , Etc Complete . , 100 Mm Dia Cid Joints , 150 Mm Dia Cid Joints , 200 Mm Dia Cid Joints , Providing Double Flanged Sluice Valves Conforming To Is-2906/14846 Including Worm Gear Arrangements As Per Test Pressure , Stainless Steel Spindle , Caps , Including All Taxes , Transportation , Etc . Complete . , 100 Mm Dia S . V . , Removing Existing Cidf Sluice Valve Including Etc Complete . , 100 Mm Dia , 150 Mm Dia , Lowering Layding And Jointing In Position Following Cidf Reflux Valve , Butterflay Valave And Sluice Valve Etc Complete , 100 Mm Dia S . V . , 150 Mm Dia , Removing And Refixing Half Body Sluice Valve Including Excavation Refilling Cost Of Rubber Packing , Nut Bolt , With Gate , Gland Rope , Repair By Welding Etc Complete , 100 Mm Dia , 150 Mm Dia , 200 Mm Dia , 250 Mm Dia , 300 Mm Dia , 100 Mm Dia , Providing And Supplying S . S . Spindle Rod As Per Standard Specifications And Suitable For Sluice Valve Etc Complete . , 150 Mm Dia , 400 Mm Dia , Providing And Supplying Gun Metal Check Nut Of Following Diameter Of Sluice Valve Standard Specification Etc Complete , 100 Mm Dia , 150 Mm Dia , 200 Mm Dia , 250 Mm Dia , 400 Mm Dia , Removing And Refixing C . I . Gland Plate Sexisting Cidf Sluice Valve Including Rubber Packing , Nut Bolt Grees And Gland Rope Etc Complete , 100 Mm Dia , 150 Mm Dia , 200 Mm Dia , 250 Mm Dia , 300 Mm Dia , 350 Mm Dia , 400 Mm Dia , 450 Mm Dia , Providing And Fixing M . S . Extension Rod As Per Site Requirement To Fix Above Existing Sluice Valve As Directed By Engineer-In-Charge . , 100 Mm Dia , 150 Mm Dia , 200 Mm Dia , Removing Remaking Existing Cross Connection Including Excavation Broken Cid Joits And Tee Including Excavation And Refilling Etc Completer . , 100 Mm Dia , 150 Mm Dia , 200 Mm Dia , 250 Mm Dia , Repairing The Gate By Welding And Make It In Original Position Etc Completed . , Repairing Water Boring Connection For Contamination Of Water With Material Etc Complete . , Providing And Supplying Fabricating M . S . Clamp Etc Complete . , 100 Mm Dia , 150 Mm Dia , 200 Mm Dia , Refilling The Trenches With Available Excavated Stuff With Soft Material First Over Pipeline And Then Hard Material In 15 Cm Layers With All Leads And Lifts Including Consolidation , Surcharging , Etc Complete
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Maharashtra View Result →
24.
Public Administrative Department #10439090 Price Bid
Maintenance And Repairing Water Supply Pipe Line Sluice Valve In Zone No . 4 At Ward No . 6 , 7 , 9 , 10 , Excavation For Foundation/Pipe Trenches In Earth , Soils Of All Ltypes , Sand , Gravel And Soft Murum , Including Removing The Excavated Material Upto A Distance Of 50 Metres And Lifts As Below , Stacking And Spreading As Directed , Normal Dewatering Preparing The Bed For Foundation And Excluding Back Filling Etc Complete ( Bd-A-1/259 ) Lift 0 To 1 . 5 M Mjp/Dsr/2019-2020/ Page No . I . No . , Excavation For Foundation/Pipe Trenches In Hard Murum And Boulders , W . B . Mn . Road Including Removing The Excavated Material Upto A Distance Of 50 M Beyond The Area And Lifts As Below , Stacking And Spreading As Directed By Engineer-In-Charge , Normal Dewatering , Preparing The Bed For Foundation And Excluding Backfilling , Etc . Complete ( Bd-A-3/259 ) Lift 0 To 1 . 5 M Mjp/Dsr/2019-2020 Page No . : Item No . : , Excavation For Foundation/Pipe Trenches In Soft Rock And Old Cement And Lime Masonry Foundation Asphalt Road By All Means Including Removing The Excavated Material Upto A Distance Of 50 M Beyond The Are And Lifts As Below , Stacking As Directed By Engineer-In-Charge , Normal Dewatering , Preparing The Bed For Foundation And Excluding Backfilling Etc Complete ( Bd-A-4/259 ) Lift 0 To 1 . 5 M Mjp/Dsr/2019-2020/ Page No . 34 I . No . 5 , Excavation For Foundation / Pipe Line Trenches In Hard Rock And Concrete Road By Chiselling , Wedging , Line Drilling By Mechanical Means Other Than Blasting Including Trimming And Levelling The Bed , Removing The Excavated Material Upto A Distance Of 50 Metres And Lifts As Below , Stacking And Spreading As Directed , Normal Dewatering , Preparing The Bed For Foundation And Excluding Backfilling , Etc Comp . Lift 0 To 1 . 50 M Mjp/Dsr/2019-2020/ Page No . 35 I . No . 7 , Providing And Supplying Ac Pressure Pipes Manufactured & Tested As Per 150 160 Standerds Of Following Class & Diameters In Standared Length Etc . , 100 Mm Dia Ac Pipe , 150 Mm Dia Ac Pipe , Lowering Laying And Jointing With Cid Joints Ac Pressure Pipes And Ci Or Ms Specials Of Following Class And Diameter Including Conveyance From Stores To Site Of Works Cost Of Labour And Material Giving Satisfactory Hydraulic Testing Etc . As Per Isi Code Etc Completes But Excluding Cost Of Cid Joints Nut-Bolts Rubber Rings . , 100 Mm Dia , 150 Mm Dia , Providing And Supplying C . I . Detachable Joints Suitable For A . C . Pressure Pipes Manufactured As Per Is-1538/1993 Standard Of Following Class And Diameter Including Cost Of All Taxes ( Central And Local ) , Insurance Railway Freight , Inspection Charges , Unloading From Railway Wagon , Loading Into Truck , Trnsporting To Departmental Store/Site , Unloading , Stacking And Ocst Of Rubber Rings , Nut Bolts , Etc Complete . , 100 Mm Dia Cid Joints , 150 Mm Dia Cid Joints , 200 Mm Dia Cid Joints , Providing Double Flanged Sluice Valves Conforming To Is-2906/14846 Including Worm Gear Arrangements As Per Test Pressure , Stainless Steel Spindle , Caps , Including All Taxes , Transportation , Etc . Complete . , 100 Mm Dia S . V . , 150 Mm Dia S . V . , Removing Existing Cidf Sluice Valve Including Etc Complete , 100 Mm Dia S . V . , 150 Mm Dia S . V . , Lowering Layding And Jointing In Position Following Cidf Reflux Valve , Butterflay Valave And Sluice Valve Etc Complete , 100 Mm Dia S . V . , 150 Mm Dia S . V . , Removing And Refixing Half Body Sluice Valve Including Excavation Refilling Cost Of Rubber Packing , Nut Bolt , With Gate , Gland Rope , Repair By Welding Etc Complete , 100 Mm Dia , 150 Mm Dia , 200 Mm Dia , 250 Mm Dia , 300 Mm Dia , 400 Mm Dia , 450 Mm Dia , Providing And Suplying S . S . Spindle Rod As Per Stadard Specifications And Suitable For Sluice Valve Etc Complete , 150 Mm Dia , 400 Mm Dia , Providing And Supplying Gun Metal Check Nut Of Following Diameter Of Sluice Valve Standard Specification Etc Complete . , 100 Mm Dia , 150 Mm Dia , 200 Mm Dia , 250 Mm Dia , Removing And Refixing C . I . Gland Plate Existing Cidf Sluice Valve Including Rubber Packing , Nut , Bolt , Grees And Gland Rope Etc Complete , 100 Mm Dia , 150 Mm Dia , 200 Mm Dia , 250 Mm Dia , 300 Mm Dia , 350 Mm Dia , 400 Mm Dia , 450 Mm Dia , Removing Remaking Existing Cross Connection Including Excavation Broken Cid Joints And Tee Including Excavation And Refilling Etc Comple , 100 Mm Dia C/C , 150 Mm Dia C/C , 200 Mm Dia C/C , 250 Mm Dia C/C , Repairing The Gate By Welding And Make It In Original Positon Etc Complete , Repairing Private Water Boaring Connection For Contamination Of Water With Material Etc Complete , Providing And Supplying Fabricating M . S . Clampetc Complete . , 100 Mm Dia , 150 Mm Dia , 200 Mm Dia , Refilling The Trenches With Available Excavated Stuff With Soft Material First Over Pipeline And Then Hard Material In 15 Cm Layers With All Leads And Lifts Including Consolidation , Surcharging , Etc Complete
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Maharashtra View Result →
25.
Public Administrative Department #10439081 Price Bid
Maintenance And Repairing Water Supply Pipe Line , Sluice Valve In Zone No . 4 In Ward No . 30 , 29 , 09 , Excavation For Foundation/Pipe Trenches In Earth , Soils Of All Ltypes , Sand , Gravel And Soft Murum , Including Removing The Excavated Material Upto A Distance Of 50 Metres And Lifts As Below , Stacking And Spreading As Directed , Normal Dewatering Preparing The Bed For Foundation And Excluding Back Filling Etc Complete ( Bd-A-1/259 ) Lift 0 To 1 . 5 M Mjp/Dsr/2019-2020/ Page No . 34 I . No . 1 , Excavation For Foundation/Pipe Trenches In Hard Murum And Boulders , W . B . Mn . Road Including Removing The Excavated Material Upto A Distance Of 50 M Beyond The Area And Lifts As Below , Stacking And Spreading As Directed By Engineer-In-Charge , Normal Dewatering , Preparing The Bed For Foundation And Excluding Backfilling , Etc . Complete ( Bd-A-3/259 ) Lift 0 To 1 . 5 M Mjp/Dsr/2019-2020 Page No . :33 Item No . :3 , Excavation For Foundation/Pipe Trenches In Soft Rock And Old Cement And Lime Masonry Foundation Asphalt Road By All Means Including Removing The Excavated Material Upto A Distance Of 50 M Beyond The Are And Lifts As Below , Stacking As Directed By Engineer-In-Charge , Normal Dewatering , Preparing The Bed For Foundation And Excluding Backfilling Etc Complete ( Bd-A-4/259 ) Lift 0 To 1 . 5 M Mjp/Dsr/2019-2020/ Page No . 34 I . No . 5 , Excavation For Foundation / Pipe Line Trenches In Hard Rock And Concrete Road By Chiselling , Wedging , Line Drilling By Mechanical Means Other Than Blasting Including Trimming And Levelling The Bed , Removing The Excavated Material Upto A Distance Of 50 Metres And Lifts As Below , Stacking And Spreading As Directed , Normal Dewatering , Preparing The Bed For Foundation And Excluding Backfilling , Etc Comp . Lift 0 To 1 . 50 M Mjp/Dsr/2019-2020/ Page No . 35 I . No . 7 , Providing And Supplying Isi Mark D . I . S&S Pipes ( Push On Joints Pressure Pipes ) Of Di Of Following Class And Diameters Confirming To The Is Specification Inclusive Cost Of Jointing Materials ( Rubber Gasket Of Epdm Quality ) Including All Statutary Duties And Taxes Levied By Goi & Gom In All Respect , Education Cess , Vat , Pasrty Inspection Charges Of Tpi Agency Approved By Mjp Including Transit Insurance , Railway Freight , Unloading From Railway Wagon , Loading Into Truck , Transportation To Departmental Store/Site Of Work , Unloading , Stacking Etc . Complete As Directed By Engineer-In-Charge ( Is-1536/2001 For Pipes & Is 158/1969 & Is-12820/1989 Or Latest Endition/Revision With Amendments For Rubber Gasket . ) ( Bd-A-4/259 ) Lift 0 To 1 . 5 M Mjp/Dsr/2019-2020/ Page No . I . No . , 100 Mm Dia Dik-7 Grade , Lowering , Laying And Jointing With Sbr Rubber Gaskets C . I . S/S Pipes Of Various Classes With Ci/Ms Specials Of Following Diameters In Proper Position , Grade And Alignment As Directed By Engineer-In-Charge Including Coveyance Of Materials From Stores To Site Of Work , Including Cost Of Jointing Materils And Rubber Rings , Labour , Giving Hydraulic Testing , Etc . Complete , 100 Mm Dia , Providing And Supplying Ac Pressure Pipes Manufactred & Tested As Per 150 160 Standerds Of Following Class & Diameter In Standared Length Etc . , 100 Mm Dia , 150 Mm Dia , Lowering Laying And Jointing With Cid Joints Ac Pressure Pipes And Ci Or Ms Specials Of Following Class And Diameter Including Conveyance From Stores To Site Of Works Cost Of Labour And Material Giving Satisfactory Hydraulic Testing Etc . As Per Isi Code Etc Completes But Excluding Cost Of Cid Joints Nut-Bolts Rubber Rings . , 100 Mm Dia , 150 Mm Dia S , Providing And Supplying C . I . Mechanical Compression Collar Coupling Suitable For C . I . Spun Pipes ( As Per Is-1536/2001 ) And Complete With Sealing Rubber Gasket Of Sbr , C . I . Follower Glands And M . S . Nut Bolts . The Whole Assembly Shoulod Be Mechanically And Hydraulically Tested To The Provision As Laid Down In Is : 1538/1993 ) , 450 Mm Dia , Providing And Supplying C . I . Detachable Joints Suitable For A . C . Pressure Pipes Manufactured As Per Is-1538/1993 Standard Of Following Class And Diameter Including Cost Of All Taxes ( Central And Local ) , Insurance Railway Freight , Inspection Charges , Unloading From Railway Wagon , Loading Into Truck , Trnsporting To Departmental Store/Site , Unloading , Stacking And Ocst Of Rubber Rings , Nut Bolts , Etc Complete . , 200 Mm Dia Cid Joints , 150 Mm Dia Cid Joints , 100 Mm Dia Cid Joints , Providing Double Flanged Sluice Valves Conforming To Is-2906/14846 Including Worm Gear Arrangements As Per Test Pressure , Stainless Steel Spindle , Caps , Including All Taxes , Transportation , Etc . Complete . , 150 Mm Dia S . V . , 100 Mm Dia S . V . , Lowering Layding And Jointing In Position Following Cidf Reflux Valve , Butterflay Valave And Sluice Valve Etc Complete , 150 Mm Dia S . V . , 100 Mm Dia S . V . , Removing And Refixing Half Body Sluice Valve Including Excavation Refilling Cost Of Rubber Packing , Nut Bolt , With Gate , Gland Rope , Repair By Welding Etc Complete , 100 Mm Dia , 150 Mm Dia , 200 Mm Dia , Making Cross Connection To Existing Distribution Main Of Any Type Including Excavation , Breaking And Removing Existing Pipes , Lowering , Laying Of Specials And Pipes In Their Position , Refilling , Closing The Water Supply In That Area , Dewatering And Restarting The Water Supply , Etc . Complete As Directed By Engineer-In-Charge For Following Diameters Of Existing Pipe Line , Irrespecrtive Ofdiameter Of Branch Line . ( The Number Of Joints Involved Will Be Paid Separately Depending Upon The Nature Of Joints And Required Pipes , Valves And Specials Will Be Supplied Free Of Cost At Stores . ) , 200 Mm Dia C/C , 150 Mm Dia C/C , 100 Mm Dia C/C , Providing And Supplying Gun Metal Check Nut Of Following Diameter Of Sluice Valve Standard Specification Etc Complete . , 100 Mm Dia C/C , 150 Mm Dia C/C , 200 Mm Dia C/C , 250 Mm Dia C/C , Removing Remaking Existing Cross Connection Including Excavation Broken Cid Joints And Tee Including Excavation And Refilling Etc Comple , 100 Mm Dia C/C , 150 Mm Dia C/C , 200 Mm Dia C/C , 250 Mm Dia C/C , Dewatering The Excavated Trenches And Pools Of Water In The Building Trenhds / Pipe Line Trenches , Well Works By Using Pumps And Other Deices Including Disposig Off Water To Safe Distance As Directed By Enginner-In-Charge ( Including Cost Of Machinery , Labour , M Fuel ) , Etc Complete , Refilling The Trenches With Available Excavated Stuff With Soft Material First Over Pipeline And Then Hard Material In 15 Cm Layers With All Leads And Lifts Including Consolidation , Surcharging , Etc Complete
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Maharashtra View Result →
26.
Public Administrative Department #10439076 Price Bid
Maintenance And Repairing , Water Supply Distribution At Marimata Esr In Zone No . 3 Ward No . 60 , 61 , 58 , Excavation For Foundation/Pipe Trenches In Earth , Soils Of All Ltypes , Sand , Gravel And Soft Murum , Including Removing The Excavated Material Upto A Distance Of 50 Metres And Lifts As Below , Stacking And Spreading As Directed , Normal Dewatering Preparing The Bed For Foundation And Excluding Back Filling Etc Complete ( Bd-A-1/259 ) Lift 0 To 1 . 5 M Mjp/Dsr/2019-2020/ Page No . I . No . , Excavation For Foundation/Pipe Trenches In Hard Murum And Boulders , W . B . Mn . Road Including Removing The Excavated Material Upto A Distance Of 50 M Beyond The Area And Lifts As Below , Stacking And Spreading As Directed By Engineer-In-Charge , Normal Dewatering , Preparing The Bed For Foundation And Excluding Backfilling , Etc . Complete ( Bd-A-3/259 ) Lift 0 To 1 . 5 M Mjp/Dsr/2019-2020 Page No . : Item No . : , Excavation For Foundation/Pipe Trenches In Soft Rock And Old Cement And Lime Masonry Foundation Asphalt Road By All Means Including Removing The Excavated Material Upto A Distance Of 50 M Beyond The Are And Lifts As Below , Stacking As Directed By Engineer-In-Charge , Normal Dewatering , Preparing The Bed For Foundation And Excluding Backfilling Etc Complete ( Bd-A-4/259 ) Lift 0 To 1 . 5 M Mjp/Dsr/2019-2020/ Page No . 34 I . No . 5 , Excavation For Foundation / Pipe Line Trenches In Hard Rock And Concrete Road By Chiselling , Wedging , Line Drilling By Mechanical Means Other Than Blasting Including Trimming And Levelling The Bed , Removing The Excavated Material Upto A Distance Of 50 Metres And Lifts As Below , Stacking And Spreading As Directed , Normal Dewatering , Preparing The Bed For Foundation And Excluding Backfilling , Etc Comp . Lift 0 To 1 . 50 M Mjp/Dsr/2019-2020/ Page No . 35 I . No . 7 , Providing And Supplying Ac Pressure Pipes Manufactured & Tested As Per 150 160 Standerds Of Following Class & Diameters In Standared Length Etc . , 100 Mm Dia Ac Pipe , 150 Mm Dia Ac Pipe , Lowering Laying And Jointing With Cid Joints Ac Pressure Pipes And Ci Or Ms Specials Of Following Class And Diameter Including Conveyance From Stores To Site Of Works Cost Of Labour And Material Giving Satisfactory Hydraulic Testing Etc . As Per Isi Code Etc Completes But Excluding Cost Of Cid Joints Nut-Bolts Rubber Rings . , 100 Mm Dia , 150 Mm Dia , Providing And Supplying C . I . Detachable Joints Suitable For A . C . Pressure Pipes Manufactured As Per Is-1538/1993 Standard Of Following Class And Diameter Including Cost Of All Taxes ( Central And Local ) , Insurance Railway Freight , Inspection Charges , Unloading From Railway Wagon , Loading Into Truck , Trnsporting To Departmental Store/Site , Unloading , Stacking And Ocst Of Rubber Rings , Nut Bolts , Etc Complete . , 100 Mm Dia Cid Joints , 150 Mm Dia Cid Joints , 200 Mm Dia Cid Joints , Removing And Refixing Half Body Sluice Valve Including Excavation Refilling Cost Of Rubber Packing , Nut Bolt , With Gate , Gland Rope , Repair By Welding Etc Complete , 100 Mm Dia , 150 Mm Dia , 200 Mm Dia , Removing Remaking Existing Cross Connection Including Excavation Broken Cid Joints And Tee Including Excavation And Refilling Etc Comple , 100 Mm Dia C/C , 150 Mm Dia C/C , 200 Mm Dia C/C , Providing And Supplying Fabricating M . S . Clamp Etc Complete . , 100 Mm Dia , 150 Mm Dia , 200 Mm Dia , Making Cross Connection To Existing Distribution Main Of Any Type Including Excavation , Breaking And Removing Existing Pipes , Lowering , Laying Of Specials And Pipes In Their Position , Refilling , Closing The Water Supply In That Area , Dewatering And Restarting The Water Supply , Etc . Complete As Directed By Engineer-In-Charge For Following Diameters Of Existing Pipe Line , Irrespecrtive Ofdiameter Of Branch Line . ( The Number Of Joints Involved Will Be Paid Separately Depending Upon The Nature Of Joints And Required Pipes , Valves And Specials Will Be Supplied Free Of Cost At Stores . ) , 150 Mm Dia C/C , Providing And Supplying Gun Metal Check Nut Of Following Diameter Of Sluice Valve Standard Specification Etc Complete . , 100 Mm Dia , 150 Mm Dia , 200 Mm Dia , Providing And Suplying S . S . Spindle Rod As Per Stadard Specifications And Suitable For Sluice Valve Etc Complete , 100 Mm Dia , 150 Mm Dia , 200 Mm Dia , Checking Private Water Boaring Connection And Disconnecting Etc Complete . , 15 Mm Dia Water Connection , Providing Double Flanged Sluice Valves Conforming To Is-2906/14846 Including Worm Gear Arrangements As Per Test Pressure , Stainless Steel Spindle , Caps , Including All Taxes , Transportation , Etc . Complete . , 100 Mm Dia S . V . Pn-1 . 6 , 150 Mm Dia S . V . Pn-1 . 6 , 200 Mm Dia S . V . , Lowering Layding And Jointing In Position Following Cidf Reflux Valve , Butterflay Valave And Sluice Valve Etc Complete , 100 Mm Dia S . V . Pn-1 . 6 , 150 Mm Dia S . V . Pn-1 . 6 , 200 Mm Dia S . V . , Providing And Supplying Isi Standard C . I . Specials Of Required Thickness With 3 Coats Of Approved Make Epoxy Paint ( Shalimar , Ciba Or Mahindra & Mahindra Make ) From Inside And Outside Surface Including All Taxes ( Central And Local ) , Octroi , Inspection Charges , Transportation To Stores/Site And Stackding , Etc . Complete E ) Plain Ended Specials Or Plain Ended Branch Flanged Specials Of All Diameters . , Removing And Refixing C . I . Gland Plate Existing Cidf Sluice Valve Including Rubber Packing , Nut , Bolt , Grees And Gland Rope Etc Complete , 100 Mm Dia , 150 Mm Dia , 200 Mm Dia , Refilling The Trenches With Available Excavated Stuff With Soft Material First Over Pipeline And Then Hard Material In 15 Cm Layers With All Leads And Lifts Including Consolidation , Surcharging , Etc Complete
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Maharashtra View Result →
27.
Public Administrative Department #10439068 Price Bid
Providing And Fixing 100 , 400 Mm Dia Sluice Valve In Ward No . 43 At Mujeeb Colony , Excavation For Foundation / Pipe Trenches In Earth , Soils Of All Ltypes , Sand , Gravel And Soft Murum , Including Removing The Excavated Material Upto A Distance Of 50 Metres And Lifts As Below , Stacking And Spreading As Directed , Normal Dewatering Preparing The Bed For Foundation And Excluding Back Filling Etc Complete ( Bd-A-1 / 259 ) Lift 0 To 1 . 5 M Mjp / Dsr / 2019-20 / Page No . 34 I . No . 1 , Excavation For Foundation / Pipe Trenches In Hard Murum And Boulders , W . B . Mn . Road Including Removing The Excavated Material Upto A Distance Of 50 M Beyond The Area And Lifts As Below , Stacking And Spreading As Directed By Engineer-In-Charge , Normal Dewatering , Preparing The Bed For Foundation And Excluding Backfilling , Etc . Complete ( Bd-A-3 / 259 ) Lift 0 To 1 . 5 M Mjp / Dsr / 2019-2020 Page No . :33 Item No . :3 , Excavation For Foundation / Pipe Trenches In Soft Rock And Old Cement And Lime Masonry Foundation Asphalt Road By All Means Including Removing The Excavated Material Upto A Distance Of 50 M Beyond The Are And Lifts As Below , Stacking As Directed By Engineer-In-Charge , Normal Dewatering , Preparing The Bed For Foundation And Excluding Backfilling Etc Complete ( Bd-A-4 / 259 ) Lift 0 To 1 . 5 M Mjp / Dsr / 2019-2020 / Page No . 34 I . No . 5 , Excavation For Foundation / Pipe Line Trenches In Hard Rock And Concrete Road By Chiselling , Wedging , Line Drilling By Mechanical Means Other Than Blasting Including Trimming And Levelling The Bed , Removing The Excavated Material Upto A Distance Of 50 Metres And Lifts As Below , Stacking And Spreading As Directed , Normal Dewatering , Preparing The Bed For Foundation And Excluding Backfilling , Etc Comp . Lift 0 To 1 . 50 M Mjp / Dsr / 2019-2020 / Page No . 35 I . No . 7 , Providing Double Flanged Sluice Valves Conforming To Is-2906 / 14846 Including Worm Gear Arrangements As Per Test Pressure , Stainless Steel Spindle , Caps , Including All Taxes , Transportation , Etc . Complete . , 100 Mm Dia S . V . , 400 Mm Dia S . V . , Lowering Layding And Jointing In Position Following Cidf Reflux Valve , Butterflay Valave And Sluice Valve Etc Complete , 100 Mm Dia S . V . , 400 Mm Dia S . V . , Providing And Supplying Isi Standard M . S . Specials Of Required Thickness With 3 Coats Of Approved Make Epoxy Paint ( Shalimar , Ciba Or Mahindra & Mahindra Make ) From Inside And Outside Surface Including All Taxes ( Central And Local ) , Octroi , Inspection Charges , Transportation To Stores / Site And Stackding , Etc . Complete E ) Plain Ended Specials Or Plain Ended Branch Flanged Specials Of All Diameters . , Providing And Supplying C . I . Detachable Joints Suitable For A . C . Pressure Pipes Manufactured As Per Is-1538 / 1993 Standard Of Following Class And Diameter Including Cost Of All Taxes ( Central And Local ) , Insurance Railway Freight , Inspection Charges , Unloading From Railway Wagon , Loading Into Truck , Trnsporting To Departmental Store / Site , Unloading , Stacking And Ocst Of Rubber Rings , Nut Bolts , Etc Complete . , 100 Mm Dia Cid Joints , Providing Of C . I . Mechanical Compression Collar Coupling Suitable For C . I . Spun Pipes ( As Per Is-1536 / 2001 ) And Complete With Sealing Rubber Gasket Of Sbr , C . I . Follower Glands And M . S . Nut Bolts . The Whole Assembly Should Be Mechanically And Hydraulically Tested To The Provisions As Laid Down In Is : 1538 / 1993 ) , 400 Mm Dia , Refilling The Trenches With Available Excavated Stuff With Soft Material First Over Pipeline And Then Hard Material In 15 Cm Layers With All Leads And Lifts Including Consolidation , Surcharging , Etc Complete
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
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28.
Communications and Information Technology  #10430879 Price Bid
Tender For Optical Fiber Cable Construction/Ofc Laying For 12 Csr Dcn To 5M Navy Det In Map Area Jaisalmer Oa Of Jodhpur Ba; 1 Rateforexcavatingtrenchesuptoadepthof1.65mandbackfillingtheexcavatedtrenchesafter laying the HDPE / PLB pipe with or without protection as per tender specification. 2 In Kuccha Soil 3 In Pucca Soil 4 In Rocky Soil 5 LayingofPLBpipeductthroughHDDmethodasperEngineeringinstructions.(Departmentwill supply HDPE/PLB pipe in Coils of various length,HDPE/PLB Sockets/Coupler, End caps.) 6 Single PLB pipe. 7 Two to three pipes in bunch 8 Four to seven pipes in bunch 9 Single pipe in Hard rocky strata 10 Laying, Jointing and leveling of PLB/HDPE pipe of 40mm dia including transportation. 11 Laying of SingleHDPE / PLB Pipes/Coils, coupled with coupler. 12 Laying of Two HDPE / PLB Pipes/Coils, coupled with coupler. 13 Laying of Three HDPE / PLB Pipes/Coils, coupled with coupler. 14 Road/Rail crossing through horizontal boring method (manual / Mechanical) and inserting 65/40 dia GI Pipes and pushing ( HDPE / PLB Pipes/Coils inside.(i) Depth shall be 2M and above without GI protection.(ii) Depth is less than 2M with GI Protection as applicable. (Department will supply GI pipes in lengths of approx. 6M, HDPE/PLB pipes/Coils.) 15 Laying,Jointing,Leveling,fittingandfixing G.I.Pipe withPLB/HDPEpipes/coilsintrenches.( Department will supply G.I. Troughs/GI pipes in lengths of appox. 6M, clamps, HDPE/PLB pipes/Coils) 16 65mm/40mm dia G.I. Pipe 17 G.I. Pipe of dia from 80mm to 150mm 18 Laying, Jointing, leveling, fitting and fixing of GI pipe of dia 65 mm to 100mm with PLB/HDPE on bridges and culverts and fixing with clamps and nails. (Department will supply G.I. Troughs/GI Pipes in lengths of approx. 6 M, HDPE/PLB Pipes/Coils). (Clamps, nails & accessories will be arranged & supplied by the Contractor) 19 Laying, Jointing, leveling, fitting and fixing of GI pipe of dia more than 100mm to 150mm with PLB/HDPE on bridges and culverts and fixing with clamps and nails. (Department will supply G.I. Troughs/GI Pipes in lengths of approx. 6 M, HDPE/PLB Pipes/Coils).(Clamps, nails & accessories will be arranged & supplied by the Contractor). 20 Fixing of GI pipe in the normal trench with lesser depth/wheel guard/curb of road/bridges and culverts and fitting HDPE/PLB pipe 40mm dia and providing CC of 1:2:4.(Department will supply G.I. Troughs/GI Pipes in lengths of approx. 6 M, HDPE/PLB Pipes/Coils).(CC material will be supplied by contractor). 21 15Cm.* 15Cm CC over 65mm dia GI Pipe 22 20Cm.* 20Cm CC over 65mm dia GI Pipe 23 25Cm.* 25Cm CC over 65mm dia GI Pipe 24 25Cm.* 25Cm CC over 40mm diaPLB Pipe 25 Cubic Meter rate for CC (Applicable for CC work other than dimensions at S.No. 2.3 (iii) and 2.3 (v)). 26 Fixing of GI pipe in the normal trench with lesser depth/wheel guard/curb of road/bridges and culverts and fitting HDPE/PLB pipe 40mm dia and providing RCC enclosing GI pipe with CC of 1:2:4 with 4 no. of 6mm dia iron rods with rings at intervals of 0.5m of 6mm dia. (Department will supply G.I. Troughs/GI Pipes in lengths of approx. 6 M, HDPE / PLB Pipes/Coils). (RCC material will be supplied by the contractor). 27 15Cm.* 15Cm RCC over 65mm dia GI Pipe 28 20Cm.* 20Cm RCC over 65mm dia GI Pipe 29 25Cm.* 25Cm RCC over 65mm dia GI Pipe 30 25Cm*25Cm RCC over 40mm diaPLB Pipe 31 Fixing of GI pipe in the normal trench with lesser depth/wheel guard/curb of road/bridges and culverts and fitting HDPE/PLB pipe 40mm dia and providing RCC enclosing GI pipe with CC of 1:2:4 withWeld Mesh. (Department will supply G.I. Troughs/GI Pipes in lengths of approx. 6 M, Weld Mesh, HDPE / PLB Pipes/Coils). (CC material will be supplied by the contractor). The rates of CC as in s.no.2.3 (iii)/2.3(iv) (as the case may be) will be applicable for RCC with Weld Mesh. 32 15Cm.* 15Cm CC over 65mm dia GI Pipe 33 20Cm.* 20Cm CC over 65mm dia GI Pipe 34 25Cm.* 25Cm CC over 65mm dia GI Pipe 35 25Cm.* 25Cm CC over 40mm diaPLB Pipe 36 Cubic Meter rate for CC (Applicable for CC work other than dimensions at S.No. (a), (b), ( c) & (d)). 37 Layingfull round RCC/DWC Pipes ( All sizes) in trenches with HDPE / PLB pipes / coils inside for item no. 1.0 (Department will supply full round RCC/DWC Pipes, HDPE/PLB pipes/coils). 38 Full Round RCC pipe 39 Full Round DWC pipe 40 LayingSplit RCC/DWC Pipes ( All sizes) in trenches with HDPE / PLBpipes / coils inside . for item No.1.0 (Department will supply Split RCC/DWC Pipes, HDPE/PLB Pipes/Coils). 41 Split RCC pipe 42 Split DWC pipe 43 (i) Opening of Manholes, Blowing of O.F. Cable, Sealing of HDPE / PLB Pipes by Rubber Bushes in Manholes, providing HDPE/RCC/DWCSplit Pipes in manholeand Back Filling of Manholes. 44 In new Pipe 45 In Existing duct 46 Ribbon Splicing 47 Splicing of 288F OF cable 48 Splicing of 96F OF cable 49 Splicing of 48F OF cable 50 ConventionalSplicing 51 Splicing of 24F OF cable at SJC/BJC/FTB/Splitter locations 52 Splicing of 12F OF cable 53 Branch Jointing (Making Branch Joint of the incremental O.F. Cable with existing O.F. Cable) 54 Digging of pit for jointing chamber construction of brick chamber, filling of brick Chamber with clean sand, supply and placing of stone slabs on brickchamber, and back filling of jointing pit.( Including cost of material i.e. Bricks, Slabs, sand etc.) 55 Digging of pit for jointing chamber, Fixing of Pre-cast RCC chamber, filling of RCC chamber with clean sand, placing of Pre-cast RCC slabs on RCC chamber, and back filling of jointing pit including supply of Pre Cast RCC Chamber and Slabs as per tender specifications. 56 Construction ofRCC Manhole : Providing,Construction & Fixing of RCC Manholes at site as per constructionspecificationgiveninthetenderdocument,workincludesexcavationofpitsforthe manhole.(All material will be arranged by the contractor) 57 Fixing ofStone/RCC route Indicatorsupplied by departmentincluding Digging of pit 1 meter towards jungle side or road side or on the trench/manhole/joint chamber for fixingof route/joint indicator,Painting & Sign writing on Route/Joint Indicators. Fixing Indicators with CC 0.45 M x 0.35 M. x 0.15 M. in ratio of 1:2:4 (CC material will be supplied by the contractor) in 0.6 M.x 0.6 M. x 0.7M. Pit. 58 Supply of RCC or Stone route/joint Indicators as per Tender Construction Specification. 59 Documentation(6hardcopies & 1soft copiesinCD)containingdiagramandall detailsincluding Lat/Long of each Joint/Route indicator on good quality paper. 60 Recovery against empty cable drum 61 Laying of OF Cable in corridor/rises/exchange premises (leading in work) 62 Laying& fixingof 65/40/25mmGI Pipes/Kieticpipe vertically along thewall by GIU clampswith PLB inside it & drawing PP rope inside the pipe. 63 Fixing/clamping kietic pipe/DWC/GI Pipe horizontally along the wall (including the clamping fixing material) 64 TheDepartmentwillsupplyprotectionpipes&OFCable. Thecontractorshallarrangeallother materials required for the work. 65 Road Restoration work with bituminous macadam for semi grouting 50mm thick and premix carpet surfacing 25mm thick over the grouted surface (total upto 75mm thick),including supply of asphalt etc. to evenly match the road, including consolidation and rolling as per standard specification of DSR 1997. 66 Road restoration work with cement concrete 1:4:8 mix for thickness varying from 150mm to 225mm, including supply of concrete to evenly match the road. 67 Videography of the route on which cable is laid. 68 Physical Mounting of FDMS on wall at OLT locations
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 5
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30.
Public Administrative Department #10397981 Price Bid
Hire Of Highways/Dumpers And Machinery For Daily Work For Transportation Of Asphalt Mix Goods At Yerawada Hot Mix Plant (Part-7)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 3
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31.
Public Administrative Department #10362436 Price Bid
Tender For Cc Block Road Construction Work From Asphalt Road Towards Mataji Temple, Completion Of Incomplete Work, Mundsar - Earthwork involves digging a trench along the roadside, lifting soil up to 1.5 meters and transporting it up to 50 meters, breaking lumps, laying them in 25 cm layers, tamping, leveling, and cambering.2. Transportation of soil for various distances, including loading, unloading, and stacking of material. (Transport length will be calculated from the nearest route, not by road.)3. For cement concrete foundations or floors, use 40 mm nominal size stone aggregate (crusher broken) / brick aggregate in a cement-sand mixture, mixing in the ratio of 1 cement: 5 sand: 10 soil, and compacting, including compaction. 4. Construction of floor/road using interlocking cement concrete blocks (Grade M-30, manufactured from a fully computerized automatic stationary hydraulic vibropressed machine and batching plant of class A as per BS 6717:2001) including supply and installation of edge blocks. In case of non-application of edge blocks, a deduction of 0.08 cubic meter/running meter should be made at the rate of 1:1.5:3 cement concrete for 80 mm thickness.5. P & F curb stone6. Material testing and others
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 1
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32.
Rural Development #10356942 Price Bid
Water Supply Arrangement At. Wadgaonwadi Tq Lohara Dist Dharashiv Under 15 Th Ffc 2021 22 - SUB WORK :- ESTIMATE FOR PIPE LINE HDPE 75 mm dia. PE-100 6 Kg/Sq. Cm L=498 Item NO.1 : Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking andspreading as directed. normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A 1/259) 2 Item NO.2 : Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling.etc complete (Bd A-2/259) 3 Item NO.3 : Excavation for foundation / pipe trenches in hard murum and boulders. W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd A-3/259) 4 Item NO.4 : Excavation for foundation/pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-in charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A- ( MJP DSR 2023-2024, Sr. No. 05, P.No. 37) 5 Item NO.5 :Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-10/263) 6 Item NO.6 : Providing and supplving in standard lengths Polyethelens Pipes, confirming to 15 4984/14151/12786/13488 with nesessary jointing material like mechanical connector 1. e. thread/insert joint/quick release coupler joint compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading/unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by Gt & GOM in all respect etc. complete.A) PE-100 a) 6 Kg/Sq. cm:(MJP DSR 2023-2024, Sr. No. 01. (ii) P.No. 123)75 mm dia 7 Item NO.7 : Providing and supplying ISI mark PVC specials etc, complete as directed by Engineer-In-Incharge.Add 1% for specials Of Item No. 6 8 Item NO.8 : Lowering, Laying and Jointing H. D. P. E./M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion andbutt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp ete, and all labours as directed by engineer in charge as per IS-7634 Part IIFor all classes. 9 Item NO. 09 : Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc, complete. (M.JP DSR 2023-2024, Sr. No. 15, P.No. 40)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
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33.
Rural Development #10356939 Price Bid
Water Supply Arrangement At Wadgaonwadi Tq Lohara Dist Dharashiv Under 15 Th Ffc 2022 23 - SUB WORK :- ESTIMATE FOR PIPE LINE HDPE 75 mm dia. PE-100 6 Kg/ Sq. CmL =12. 00 MItem NO.1 : Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking andspreading as directed. normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A 1/259) 2 Item NO.2 : Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling.etc complete (Bd A-2/259) 3 Item NO.3 : Excavation for foundation / pipe trenches in hard murum and boulders. W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd A-3/259) 4 Item NO.4 : Excavation for foundation/pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-in charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A- ( MJP DSR 2023-2024, Sr. No. 05, P.No. 37) 5 Item NO.5 :Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-10/263) 6 Item NO.6 : Providing and supplving in standard lengths Polyethelens Pipes, confirming to 15 4984/14151/12786/13488 with nesessary jointing material like mechanical connector 1. e. thread/insert joint/quick release coupler joint compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading/unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by Gt & GOM in all respect etc. complete.A) PE-100 a) 6 Kg/Sq. cm:(MJP DSR 2023-2024, Sr. No. 01. (ii) P.No. 123)75 mm dia 7 Item NO.7 :Providing and supplying ISI mark PVC specials etc. complete as directed by Engineer-In-Incharge.Add 1% for specials Of Item No. 6 8 Item NO.8 : Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect 9 Item NO.9 : Lowering, Laying and Jointing H. D. P. E./M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion andbutt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp ete, and all labours as directed by engineer in charge as per IS-7634 Part IIFor all classes. 10 Item NO.10 : Lowering, laying and jointing in position following C.LD/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc.complete. (Rate for all class of valves.) (MJP DSR 2023-2024, Sr. No. 04, P.No. 148) 11 Item NO.11 : Providing and fixing C.1. road box including loading, unloading and carting to site of work including all necessary excavation in all types of strata and fixing in murum packing, etc. complete (M.JP DSR 2023-2024, Sr. No. 05, P.No. 285)a) 100 mm x 225 mm (20 kg)For 65 mm dia. S. V. 12 Item NO.12 : Re-instating damaged roads surface during lowering & laying of pipeline of distribution systema) For Concrete Road re-instatingAs Per Rate Analysis. 13 Item NO.13 : Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc, complete. (M.JP DSR 2023-2024, Sr. No. 15, P.No. 40) 14 SUB WORK :-ESTIMATE FOR RCC CISTREN CUM STAND POST Lit. 5000 LitItem NO.14 :Excavation for foundation/pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking andspreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A 1/259) 15 Item NO.15 : Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling. etc. complete. (Bd A-2/259) 16 Item NO.16 : Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd A-3/259) 17 Item NO.17 : Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-in charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc, complete. (Bd-A-4/259) 18 Item NO.18 : Providing and laying in situ Cement Concrete M-15 of trap granite quartzite/gneiss metal for foundation and hedding including bailing out water, form work, compaction, curing, etc. complete 19 Item NO.19 : Providing uncoursed rubble masonry of trap granite quartzite gneiss stones in cement mortar 1:6 in foundation and plinth of inner walls/in plinth of external walls including bailing out water manually, striking joints on unexposed faces and watering etc. complete. 20 Item NO. 20 : Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-10/263) 21 Item NO.21 : Providing dry trap/granite/quartzite/gneiss rubble stone soling in 15 cm to 20 cm thik layers including had packing and compacting etc 22 Item NO.22: Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc, complete. 23 Item NO.23 :Providing and casting in situ CC, of trap/granite quartzite/gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with C.M. 1.3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor Slabs/Landings/Vertical Walls/Waist Slabs/Steps for Staircasec)) In RCC M-250 24 Item NO.24 : Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete (including cost of binding wire). 25 Item NO.25 : Providing internal cement plaster 12 mm thick in single coats in cement morter 1:3 without neeru finish to concrete or brick surfaces, in all position including scaffolding and curing etc. complete 26 Item No. 26 : Providing applying two coats of water proof cement paint of approved manufacture and approved colour to the plastered surface including scaffolding if necessary, cleaning and preparing the surface watering for bwo days etc. complete. 27 Item NO. 27 : Providing ISI mark G.I. pipe of following class and dia. Excluding GST levied by GOI & GOM in respect, inspection charges, transportation to stores,etc. complete.LIGHT 50 mm dia. 28 LIGHT 15 mm dia. 29 Add for 10% specals 30 Item No. 28 : Lowering laying and jointing G.I. pipes and specials of following class and diameter including cost of conveyance from stores to site of works, all labour, etc. complete either underground or in vertical position, as directed by Engineer- in- charge. LIGHT 50 mm dia. 31 LIGHT 15 mm dia. 32 Item NO. 29: Providing and fixing push cock (Self closing tap) symet type of 15 mm dia. including necessary socket, testing etc. complete. 33 Item No. 30 :Providing and fixing in position M.S. air valve boxes fabricated with 2 mm thick M.S. plate, 30 x 30 x 3 mm size M.S. angle frame, concreting in M-150 for fixing the box in position, applying two coats of oil paint, painting chainage, locking arrangement, etc. complete as directed by Engineer-in-charge. 34 Item NO. 31 : masonry work including scaffolding and curing etc. complete. Providing flush grooved pointing with cement morter 1:3 for stone
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
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34.
Rural Development #10355666 Price Bid
Providing and Supplying various different material and machinery and Labour Services for repaires Z P Primary School Buildingat Grampanchayat Sonapur Tal haveli Dist Pune - 2 40/60 mm metal 3 53grade cement 4 20mm metal 5 crush sand 6 Hard mrum 7 Soft mrum 8 PCC M-10 9 concrete M-20 10 bricks 11 Plain Zinc Sheet 12 Plain Zinc Sheet 0.50 mm thick 13 TMT Steel 500 bar 14 MS Steel 15 Mild Steel 16 Water proof compound I.S 17 Neeru / Sanala 18 White Putty (Cement) 19 Natural Sand - Screened (for plaster work only) 20 Texture Material 21 Cement paint 22 White Cement 23 Neeru / Sanala 24 White Putty (Cement) 25 Texture Material 26 Marble mosaic chequered tiles (gray) 27 Tandoor Polished 25mm thick (Machine cut) 28 Tandoor Polished 25mm thick (Hand Cut) 29 Tandoor Polished for steps25mm thisk 30 French Polish 31 Varnish 32 Malemaine Polish 33 Neel 34 Oil bound distemper 35 Red powder / Geru 36 Saras 37 Dry distemper 38 Chunam / White lime Powder 39 paint Luster Paint 40 Roller Brush 41 Royale Luxury Emulsion Paint 42 A.C.Corrugated sheet 6mm thick 43 A.C.Sheet ridge 44 A.C.Sheet plain 4mm thick 45 Nails iron all size 46 Mangalore tiles class AA 47 Mangalore Ridge / Hip tiles 48 Mangalore Glass tiles 49 Mangalore Pattern cowl Ventilator 50 Gypsum powder 51 Aluminium Alloy plate 2mm thick 52 Aluminium sheeting fixed with encapsuled lens type reflective sheeting including 2% towards lettering , cost of angle iron, cost of drilling holes , nuts, bolts etc. and signs as applicable. 53 Plaster Of Paris 54 Decorative Board of Fibrous Plaster of Paris 12 to 15 mm 55 Gypsum Board 12.5 mm thick 56 UPVC 3 layer trapezoidal 2.00 mm sheet 57 Light weight calcium silicate tile of size 595 x 595 mm of texture spin stone / cosmos / plain / Glode fine fissured. 58 Bioguard Board 16 mm 59 Ultima tile 60 Optra tile 61 Wooden Screws with plastic rawl plugs 35mmx8mm 62 Light weight calcium silicate tiles of size 595x595mm of texture Spintone for Tegular edge ceiling 63 Plain Zinc Sheet 64 Hanger wire (2.68 mm dia), 1.82 m long 65 Dune edge tiles 66 Wire glass 67 Fire wood 68 Precoated Galvanised Steel Plain Sheet 69 Connecting clip for supports 70 Dry wall screws 25 mm 71 Jointing Compound 72 Jointing Tape 73 Screws 1 12 74 Screws 1/2 75 Rawal Plug 76 Plain Zinc Sheet 0.50 mm thick 77 Exterior Primer 78 Tanker for water 79 JCB 80 Crane 81 Road Roller 82 Concrete mixer 83 Breaker 84 dumper 85 Tractor 86 Tractor Breaker 87 Inforamtion Board 88 Tractor Breaker 89 Bricks II Class 90 Ceramic tiles 30*30cm 91 Ceramic Antiskid Flooring Tiles 30 x 30 cm 92 Ceramic Tiles for dado 30 cm x 30 cm 93 Ceramic Tiles for dado 30 x 45 cm 94 Ghana teak wood 95 Teak Wood planks above 2.5 m length 96 Teak wood bidding 1/2 * 1/2 97 Green marble 98 Solid Core commercial shutter 30mm thick phenol bonded with face veneer 3 mm thick both side 99 Vitrified tiles Glossy Size 590 to 605 mm* 590 to 605 mm*8 to 10mm 100 paint Luster Paint 101 Abstrone Butadyne Styrine (ABS) Door Shutter including Transportation 102 Ceramic Antiskid Flooring Tiles 30 x 30 cm 103 Ceramic Tiles for dado 30 cm x 30 cm 104 Ceramic Tiles for dado 30 x 45 cm 105 Ceramic Tiles for dado 30 x 45 cm 106 Stainless Steel Plate 107 PVC factory made solid panel door shutter with stainless steel fixutres & fastening 108 Labour Services Skilled Labour 109 Labour Services UnSkilled Labour 110 Black Smith With Tools - II Class 111 Stone Cutter With Tools - Semi Skilled 112 Mason I Class Skilled 113 Mason II Class Skilled 114 Mechanic 115 Lorry Driver / Mixer Operator 116 Welder / Driller - Skilled 117 Maistry Skilled / Supervisor / Mate 118 Vibrator Operator - Skilled 119 Skilled Labour 120 Boreman Skilled 121 Asphalt Sprayer Skilled 122 Minor or Blaster Semi Skilled 123 Quarry Man - Semi Skilled 124 Labour for Excavation in Hard Rock (Un Blast) 125 Bhisti (Mixing / Curing) - Semi Skilled 126 Mukadam - Semi Skilled 127 Tar Handler - Semi Skilled 128 Helper Un Skilled 129 Mazdoor - Unskilled Heavy Male 130 Mazdoor - Unskilled Heavy Female 131 Below Boy 132 Laboratory Assistant 133 Labour for Tile Turning 134 Excavator - Unskilled Heavy 135 Breaker - Semi Skilled 136 Chiseler Semi Skilled 137 Foreman Skilled 138 Jack Hammer Operator 139 Labour for Traffic Regulation 140 Watchman 141 Compressor Operator / Driver 142 Supervisor / Mate 143 Mali 144 Medical Officer 145 Operator (grouting) 146 Junior Engineer 147 Surveyor 148 Autocad Operator 149 Attendent 150 Computer Typist 151 Tracer 152 Total Station Operator 153 Senior Engineer 154 Assistant 155 Operator / Fitter 156 Mazdoor Unskilled Light Male 157 Computer Operator 158 Survey Helper 159 Technician 160 Skilled Assistants-on the site 161 Supervisor 162 Valuation expert 163 Office support Staff 164 Co-ordinator 165 Senior Surveyor 166 Revenue expert
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
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35.
Rural Development #10355664 Price Bid
Providing Supplying And Erecting Various Material Machinery And Labour Services As Mentioned In Boq For Repairs To Z P Primary Schoolsonapur Peth At Gpsonapur(Jansuvidha Vishesh Anudan) providing and supplying Material and Machinery and Labour Services 2 40/60 mm metal 3 53grade cement 4 20mm metal 5 crush sand 6 Hard mrum 7 Soft mrum 8 PCC M-10 9 concrete M-20 10 bricks 11 Plain Zinc Sheet 12 Plain Zinc Sheet 0.50 mm thick 13 TMT Steel 500 bar 14 MS Steel 15 Mild Steel 16 Water proof compound I.S 17 Neeru / Sanala 18 White Putty (Cement) 19 Natural Sand - Screened (for plaster work only) 20 Texture Material 21 Cement paint 22 White Cement 23 Neeru / Sanala 24 White Putty (Cement) 25 Texture Material 26 Marble mosaic chequered tiles (gray) 27 Tandoor Polished 25mm thick (Machine cut) 28 Tandoor Polished 25mm thick (Hand Cut) 29 Tandoor Polished for steps25mm thisk 30 French Polish 31 Varnish 32 Malemaine Polish 33 Neel 34 Oil bound distemper 35 Red powder / Geru 36 Saras 37 Dry distemper 38 Chunam / White lime Powder 39 paint Luster Paint 40 Roller Brush 41 Royale Luxury Emulsion Paint 42 A.C.Corrugated sheet 6mm thick 43 A.C.Sheet ridge 44 A.C.Sheet plain 4mm thick 45 Nails iron all size 46 Mangalore tiles class AA 47 Mangalore Ridge / Hip tiles 48 Mangalore Glass tiles 49 Mangalore Pattern cowl Ventilator 50 Gypsum powder 51 Aluminium Alloy plate 2mm thick 52 Aluminium sheeting fixed with encapsuled lens type reflective sheeting including 2% towards lettering , cost of angle iron, cost of drilling holes , nuts, bolts etc. and signs as applicable. 53 Plaster Of Paris 54 Decorative Board of Fibrous Plaster of Paris 12 to 15 mm 55 Gypsum Board 12.5 mm thick 56 UPVC 3 layer trapezoidal 2.00 mm sheet 57 Light weight calcium silicate tile of size 595 x 595 mm of texture spin stone / cosmos / plain / Glode fine fissured. 58 Bioguard Board 16 mm 59 Ultima tile 60 Optra tile 61 Wooden Screws with plastic rawl plugs 35mmx8mm 62 Light weight calcium silicate tiles of size 595x595mm of texture Spintone for Tegular edge ceiling 63 Plain Zinc Sheet 64 Hanger wire (2.68 mm dia), 1.82 m long 65 Dune edge tiles 66 Wire glass 67 Fire wood 68 Precoated Galvanised Steel Plain Sheet 69 Connecting clip for supports 70 Dry wall screws 25 mm 71 Jointing Compound 72 Jointing Tape 73 Screws 1 12 74 Screws 1/2 75 Rawal Plug 76 Plain Zinc Sheet 0.50 mm thick 77 Exterior Primer 78 Tanker for water 79 JCB 80 Crane 81 Road Roller 82 Concrete mixer 83 Breaker 84 dumper 85 Tractor 86 Tractor Breaker 87 Inforamtion Board 88 Tractor Breaker 89 Bricks II Class 90 Ceramic tiles 30*30cm 91 Ceramic Antiskid Flooring Tiles 30 x 30 cm 92 Ceramic Tiles for dado 30 cm x 30 cm 93 Ceramic Tiles for dado 30 x 45 cm 94 Ghana teak wood 95 Teak Wood planks above 2.5 m length 96 Teak wood bidding 1/2 * 1/2 97 Green marble 98 Solid Core commercial shutter 30mm thick phenol bonded with face veneer 3 mm thick both side 99 Vitrified tiles Glossy Size 590 to 605 mm* 590 to 605 mm*8 to 10mm 100 paint Luster Paint 101 Abstrone Butadyne Styrine (ABS) Door Shutter including Transportation 102 Ceramic Antiskid Flooring Tiles 30 x 30 cm 103 Ceramic Tiles for dado 30 cm x 30 cm 104 Ceramic Tiles for dado 30 x 45 cm 105 Ceramic Tiles for dado 30 x 45 cm 106 Stainless Steel Plate 107 PVC factory made solid panel door shutter with stainless steel fixutres & fastening 108 Labour Services Skilled Labour 109 Labour Services UnSkilled Labour 110 Black Smith With Tools - II Class 111 Stone Cutter With Tools - Semi Skilled 112 Mason I Class Skilled 113 Mason II Class Skilled 114 Mechanic 115 Lorry Driver / Mixer Operator 116 Welder / Driller - Skilled 117 Maistry Skilled / Supervisor / Mate 118 Vibrator Operator - Skilled 119 Skilled Labour 120 Boreman Skilled 121 Asphalt Sprayer Skilled 122 Minor or Blaster Semi Skilled 123 Quarry Man - Semi Skilled 124 Labour for Excavation in Hard Rock (Un Blast) 125 Bhisti (Mixing / Curing) - Semi Skilled 126 Mukadam - Semi Skilled 127 Tar Handler - Semi Skilled 128 Helper Un Skilled 129 Mazdoor - Unskilled Heavy Male 130 Mazdoor - Unskilled Heavy Female 131 Below Boy 132 Laboratory Assistant 133 Labour for Tile Turning 134 Excavator - Unskilled Heavy 135 Breaker - Semi Skilled 136 Chiseler Semi Skilled 137 Foreman Skilled 138 Jack Hammer Operator 139 Labour for Traffic Regulation 140 Watchman 141 Compressor Operator / Driver 142 Supervisor / Mate 143 Mali 144 Medical Officer 145 Operator (grouting) 146 Junior Engineer 147 Surveyor 148 Autocad Operator 149 Attendent 150 Computer Typist 151 Tracer 152 Total Station Operator 153 Senior Engineer 154 Assistant 155 Operator / Fitter 156 Mazdoor Unskilled Light Male 157 Computer Operator 158 Survey Helper 159 Technician 160 Skilled Assistants-on the site 161 Supervisor 162 Valuation expert 163 Office support Staff 164 Co-ordinator 165 Senior Surveyor 166 Revenue expert
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
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36.
Public Administrative Department #10329685 Price Bid
Removing Leakages , Choke Up , Contamination , And Repairing Slice Valve And Lowering Laying Pipe Line At Ward No 21 Buddilane , 22 - Lotakaranja , 49- Bhadkalgate , 50- Kotwalpura , 52- Khadkheshwar In Zone No 01 , excavation for foundation / pipe trenches in earth , soils of all types , sand , gravel and soft murum , including removing the excavated material upto a distance of 50 metres and lifts as below , stacking and spreading as directed , normal dewatering , preparing the bed for foundation and excluding backfilling , etc comp . lift 0 to 1 . 50m mjp/dsr/2019-20/page no . 33 i . no . 1 , excavation for foundation / pipe trenches in hard murum and boulders , w . b . m . road including removing the excavated material upto a distance of 50 metres and lifts as below , stacking and spreading as directed , normal dewatering , preparing the bed for foundation and excluding backfilling , etc comp . lift 0 to 1 . 50 m mjp/dsr/2019-2020/ page no . 33 i . no . 3 , excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road by all means including removing the excavated material upto a distance of 50 metres and lifts as below , stacking and spreading as directed , normal dewatering , preparing the bed for foundation and excluding backfilling , etc comp . lift 0 to 1 . 50 m mjp/dsr/2019-2020/ page no . 33 i . no . 5 , excavation for foundation / pipe trenches in hard rock and concrete road by chiselling , wedging , line drilling by mechanical means or by all means other than blasting including trimming and levelling the bed , removing the excavated material upto a distance of 50 metres and lifts as below , stacking and spreading as directed , normal dewatering , preparing the bed for foundation and excluding backfilling , etc comp . lift 0 to 1 . 50 m mjp/dsr/2019-2020/ page no . 34 i . no . 7 , providing and supplying asbestos cement pressure pipes manufactured and tested as per iso-160 standards of following class and diameter in standard lengths including cost of all taxes ( central and local ) , insurance , railway freight , inspection charges , unloading from railway wagon , loading into truck , transporting to departmental store/site , unloading , stacking etc . complete mjp/dsr/2012-2013/page no . 57 . i . no . 1 , a ) class 15 ( test pressure 1 . 5 mpa ) , 80mm , 100mm , 150mm , lowering , laying and jointing with cid joints , a . c . pressure pipes and ci or ms specials of following class and diameters including conveyance from stores to site of works , cost of labour and material , giving satisfactory hydraulic testing , etc . as per isi code , etc . complete but excluding cost of c . i . d . joints , nut bolts , rubber rings . mjp/dsr/2012-2013/ p . no . 59 i . no . 4 ( a ) , a ) class 15 ( test pressure 1 . 5 mpa ) , 80mm , 100mm , 150mm , providing and supplying c . i . detachable joints suitable for a . c . pressure pipes manufactured as per is- 1538 / 1993 standards of following class and dimeter including cost of insurance , railway freight , inspection charges , unloading from railway wagon , loading into truck , transporting to departmental store , unloading , stacking and cost of rubber rings , nut bolts , excluding gst levied by goi & gom in all respect etc . complete . mjp/dsr/2019-2020/page no . 64 i . no . 13 , class 10 /15 , 80 mm , 100 mm , 150 mm , 200 mm , checking & repairing private water connection and reconnecting the same etc complete , disconnection of unauthorised private water connection etc . complete . , providing double flanged sluice valves confirming to is- 2906 / 14846 including worm gear arrangements as per test pressure , stainless steel spindle , caps , including inspection charges , transportation upto departmental store , unloading , stacking excluding gst levied by goi & gom in all respect etc . complete . pn-1 . 0 ( without bypass arrangement ) mjp/dsr/2019-2020/page no . 127 i . no . 2 ( a ) , 100 mm , 150 mm , lowering laying and jointing in position following c . i . d/f reflux valves , butterfly valves and sluice valves including cost of all labour , jointing material , including nut bolts and giving satisfactory hydraulic testing , etc complete . sluice valves mjp/dsr/2019-2020/page no . 130 i . no . 4 , 100 mm , 150 mm , removing existing cross connection and remaking the same etc complete ( 70%rate of making cross connection . ) mjp/dsr/2018-2019/page no . 47 . i . no . 10 , 100 mm , 150 mm , 200 mm , removing and refixing the half body of sluice valves including excavation , refilling , cost of rubber packing , nut bolts , with gate , gland rope , repair by welding etc complete ( 70 % rate of laying sluice valves ) mjp/dsr/2018-2019/ page no . 131 i . no . 4 , 80 mm , 100 mm , 150 mm , 200 mm , 250 mm , 450 mm , 500 mm , providing and supplying s . s . spindle rod as per standard specifications and suitable for sluice valves etc complete . ( as per market rate ) , 80 mm , 100 mm , 150 mm , 200 mm , 250 mm , 450 mm , 500 mm , providing and supplying gun metal check nut of following diameter of sluice valves as per standard specifications , etc . complete , 80 mm , 100 mm , 150 mm , 200 mm , 250 mm , 450 mm , 500 mm , repair the gate by welding to make it in orignal position etc comp , 100 mm , 150 mm , 200 mm , 250 mm , 300 mm , providing and supplying m . s . clamp for pipes of following diameters etc . complete . ( as per market rate ) , 100 mm , 150 mm , 200 mm , providing and supplying isi standard ci flanged / s & s specials excluding gst levied by goi & gom in all respect including railway freight , insurance , unloading from railway wagon , loading into truk , transport to departmental stores , unloading , stacking , etc . complete . c ) plain ended/plain ended branch flanged specials - i ) 80 mm dia to 300 mm dia mjp/dsr/2019-2020/ page no . 60 , i . no . 6 ( c ) , dewatering the excavated trenches and pools of water in the pipeline trenches , well works by using pumps and other devices including disposing off water to safe distance as directed by engineer-in-charge ( including cost of machinery , labour , fuel ) , etc . complete . mjp/dsr/2019-2020/page no . 35 i . no . 14 , providing & laying in situ cement concrete m-15/1:2:4 of trap/granite/ quartzite/ gness metal for foundation and bedding including dewatering , compacting and curing etc . complete . pwd/dsr/2015-16/p . no 287 i no 29 , providing and making lead caulked joint with molten lead to cast iron pipes and / or specials of all classes and fitting of following dia including cost of lead and all jointing material , labour , hydraulic testing etc . complete . mjp/dsr/2019-2020/page no 60 i . no . 4 , 450 mm , refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation , surcharging , etc . complete .
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 4
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37.
Rural Development #10315409 Price Bid
Providing Supplying And Erecting For Different Material Machinery And Labour Services For 1 Year At Grampanchayat-Gorhekh-Haweli ( Gp Fund ) -2 Centering Oil 3 Plastic Cover Block 4 R.C.C.Jali 50Mm Thick 5 Plastizer ( Rheobuild ) 825 Rmt. 6 Concrete Spacer Block 15 Mm 7 Concrete Spacer Block 20 Mm 8 Concrete Spacer Block 25 Mm 9 Concrete Spacer Block 30 / 40 Mm 10 Anticorrrisive Primer Coat 11 Swaling Coat 12 Pvc Coated Gi Wire 13 Repairs To Cut Ends And Damages With Special Liquid Epoxy 14 Epoxy Paint 15 R.C.C.Jali 80Mm Thick 16 Bricks ( Red ) 17 Aac Block 600X200x100 Mm 18 Jointing Mortar 19 Fly Ash Bricks 20 Corner Stone 38*20*30Cm 21 Khandakies 22 Pin Header ( Standard Size ) 23 Hollow Blocks C.C.0.2*0.2*0.4M 24 Hollow Blocks C.C.0.1*0.2*0.4M 25 Hollow Block C C 0.30 X 0.20 X 0.15 26 Siporex Block 75X240x650 Mm 27 Gbp Build Fast Plus 28 Siporex Block 100X240x650 Mm 29 Siporex Block 200X240x650 Mm 30 Bitumen ( Compound ) 31 Brick Bats 32 Water Proof Compound I.S 33 Tar Felt B.H.I.S.I.3Mm Thick 34 Acrylic Polymer Modified Waterproofing Powder 35 Acrylic Polymer Modified Liquid 36 Fibre Glass Mesh 37 Bitumen 85 / 25 Grade 38 Bitumen 85 / 25 Grade Cold Primer 39 Grit ( Add Below 5.6 ) 40 Bitumen Felt 41 Polydee-Tp40 Primer 42 Polydee-Tp40 Primer 43 Polydee-Lm 44 Polydee-Lm 150Mm Width 45 Bituflex Cloesdcell Foam 30X30 Mm 46 Ag 10 Granules 47 Polydee-Mc 48 Polydee-41 Sealant And Polyseal 49 Polydee-11 50 Bitumen Pad 25Mm Thick 1.20 X 1.20 Mtr 51 Neeru / Sanala 52 White Putty ( Cement ) 53 Texture Material 54 Rough Shahabad 25 To 30Mm Thick 55 Rough Shahabad 40 To 45 Mm Thick 56 Polished Shahabad 25 To 30Mm Thick 57 Rough Shahabad 50 To 60Mm Thick 58 Polished Shahabad 40 To 50Mm Thick For Step 59 Polished Shahabad Machine Cut 25Mm Thick 60 Polished Shahabad For Step25mm Thick 61 Tandoor Polished 25Mm Thick ( Machine Cut ) 62 Tandoor Polished 25Mm Thick ( Hand Cut ) 63 Tandoor Polished For Steps25mm Thisk 64 Black Kadappa ( One Side Polish ) ( Machine Cut ) 25 Mm Thick 65 Black Kadappa ( One Side Polish ) ( Machine Cut ) 35Mm Thick 66 Both Sides Polished Kadappastone 25Mm Thick 67 Kota Stone ( Machine Cut ) Upto 25-30Mm Thick One Side Polished 68 Kota Stone ( Hand Cut ) Upto 25-30Mm Thick One Side Polished 69 Kota Stone For Step Polished ) Upto 25Mm Thick ( 1.2*0.3M ) 70 Ceramic Tiles 30*30Cm 71 Ceramic Antiskid Flooring Tiles 30 X 30 Cm 72 Ceramic Tiles For Dado 30 Cm X 30 Cm 73 Ceramic Tiles For Dado 30 X 45 Cm 74 Heavy Duty Interlocking Concrete Block 60Mm Thick Gray 300 Kg / Sq.Cm. 75 Heavy Duty Interlocking Concrete Block 60Mm Thick Coloured 300Kg / Sq.Cm 76 Heavy Duty Interlocking Concrete Block 80Mm Thick Gray 300Kg / Sq.Cm 77 Heavy Duty Interlocking Concrete Block 80Mm Thick Coloured 300Kg / Sq.Cm 78 Heavy Duty Interlocking Concrete Block 80Mm Thick Rubber Mould Glossy 400Kg / Sq.Cm 79 Heavy Duty Interlocking Concrete Block 40Mm Thick Colour 200 Kg / Sq.Cm 80 Telephone Black Granite 81 Green Marble 82 Vitrified Tiles Glossy Size 590 To 605 Mm* 590 To 605 Mm*8 To 10Mm 83 Vitrifiedmatt Finish - Size 590 To 605 Mm* 590 To 605 Mm *8 To 10Mm 84 Vitrified Rustic Matt Stone Finish Size 590 To 605Mm *590 To 605Mm*8 To 10Mm 85 Vertified Stone Effect Finish Size 590 To 605Mm* 590 To 605Mm * 8 To 10Mm 86 Calcet Powder 87 Black Oxide Powder 88 Fevi Matt Chemical 10 Kg Bag 89 Marble Chips 90 Heavy Duty Interlocking Concrete Block 60Mm Thick Rubber Mould Glossy 400Kg / Sq.Cm 91 Tremix Treatment 100 Mm Thick 92 Marble Mosaic Chequered Tiles ( Gray ) 93 Colour Cement 94 Heavy Duty Designer Come. Tile For Flooring 95 Heavy Duty Designer Come. Tile For Steps 96 Pvc Flooring 97 Ceramic Tiles For Dado 30 X 60 Cm 98 Marble ( Other Than White Makrana ) 99 Kota Stone ( Hand Cut ) Upto 45-55Mm Thick One Side Polished 100 Vitrifiedmatt Finish - Size 895 To 900 Mm* 895 To 900 Mm *10 To 12 Mm 101 Bees Wax 102 Coal Tar 103 Common Spirit 104 French Polish 105 Varnish 106 Malemaine Polish 107 C.C.T.W. Ballies 125 Mm Diameter 108 Oil Enamel Paint / Flat / Glossy Paint ( Ready Mix ) ( With I.S.I. Mark ) 109 Synthetic Paint ( Ready Mix ) 110 Catonic Emulsion Paint 111 White Oil Paint 100Ml Pack Tin 112 Red Oxide Paint 113 Cement Paint 114 Steel Primer 115 Primer For Plaster Surface 116 Putty 117 Boiled Linseed Oil 118 Linseed Oil Double Boiled 119 Terpentine 120 Wood Primer 121 Brush For Lettring 122 Brush For Road Marking 5Cm 123 Brush For Marking Road 8Cm 124 Brush For Road Marking 10Cm 125 Lustre Paint 126 Textured Synthetic Paint 127 White Lead Paint 128 Birla Wall Care Putty 129 Aluminium Paint 130 Plastic Emulsion Paint 131 Acraylic Emulsion Paint 132 Exterior Primer 133 Weather Shield Paint 134 Neel 135 Oil Bound Distemper 136 Red Powder / Geru 137 Saras 138 Scrapping Sand Paper Size ( 30 * 20Cm ) 139 Dry Distemper 140 Chunam / White Lime Powder 141 Paint Luster Paint 142 Roller Brush 143 Royale Luxury Emulsion Paint 144 Country Teak Wood 145 Ghana Teak Wood 146 Teak Wood Planks Above 2.5 M Length 147 Teak Wood Bidding 1 / 2 * 1 / 2 148 T.W.Balli 100 Mm Dia 149 Jungle Wood ( Non Teak ) Normal 150 Bamboo 25Mm Dia. ( 4.5 To 6M ) 151 Bamboo 50Mm Dia. 152 Bamboo Matting 1.2*1.8M 153 Ply Wood 12Mm Thick 154 Ply Wood 6Mm Thick 155 Mica Laminate As Per Isi 0.1 Mm Thick 156 Face Veneel Board 4 Mm Thick 157 Particle Board B.W.P.Phinol Bond 12Mm Thick 158 Particle Board B.W.P.Phinol Bond 19 Mm Thick 159 Formica 1.5 Mm Thick 160 Tower Bolt Brass Oxidised 10 Mm Dia Length 150 Mm 161 Ferical 162 Ply Wood 18Mm Thick Commercial 163 Teak Wood Battens 50 * 25Mm 164 Teak Wood Batten 25 Mm * 12 Mm 165 Veneer 3.5 To 4 Mm Thick 166 Alluminium Rod 25Mm Dia 167 A.C.Corrugated Sheet 6Mm Thick 168 A.C.Sheet Ridge 169 A.C.Sheet Plain 4Mm Thick 170 G.C.I. Sheet ( Corrugated ) 22 Bwg 171 G.C.I. Sheet ( Corrugated ) 24 Bwg 172 G.I. Sheet ( Plain ) 22 Bwg 173 G.I. Sheet ( Plain ) 24 Bwg 174 G.I.Washers 175 G.I. J Or L Hooks 6 Mm Dia. 176 Nails Iron All Size 177 Mangalore Tiles Class Aa 178 Mangalore Ridge / Hip Tiles 179 Mangalore Glass Tiles 180 Mangalore Pattern Cowl Ventilator 181 G.I. Pre Coated Trapezoidal 0.50 Mm Thick Roof Metalic Coloured Sheet 182 G.I. Pre Coated Ridge Sheet 183 Gypsum Powder 184 Aluminium Alloy Plate 2Mm Thick 185 Aluminium Sheeting Fixed With Encapsuled Lens Type Reflective Sheeting Including 2% Towards Lettering , Cost Of Angle Iron, Cost Of Drilling Holes , Nuts, Bolts Etc. And Signs As Applicable. 186 Plaster Of Paris 187 Decorative Board Of Fibrous Plaster Of Paris 12 To 15 Mm 188 Acoustic Board 12 Mm Thick 189 Gypsum Board 12.5 Mm Thick 190 Upvc 3 Layer Trapezoidal 2.00 Mm Sheet 191 Light Weight Calcium Silicate Tile Of Size 595 X 595 Mm Of Texture Spin Stone / Cosmos / Plain / Glode Fine Fissured. 192 Bioguard Board 16 Mm 193 Ultima Tile 194 Optra Tile 195 Proflex Sheet 1 Mm 196 Sky Light 2 Mm Thick 197 Hanger Rod 4Mm Thick 198 Level Adjustment Clip Size 85X30x0.8Mm 199 Dash Fastener 12.5Mm Dia 50Mm Long 200 Soffit Cleat 25Mmx35mmx1.60Mm 201 Wooden Screws With Plastic Rawl Plugs 35Mmx8mm 202 Light Weight Calcium Silicate Tiles Of Size 595X595mm Of Texture Spintone For Tegular Edge Ceiling 203 Plain Zinc Sheet 204 Upvc Ridge / Hip Tiles 205 Hanger Wire ( 2.68 Mm Dia ) , 1.82 M Long 206 Dune Edge Tiles 207 Fine Fissured Edge Tiles 208 Turbo Ventilator 24 209 Tarat 36 Width ( Gunny Cloth ) 210 Wire Glass 211 Fire Wood 212 Precoated Galvanised Steel Plain Sheet 213 Connecting Clip For Supports 214 Dry Wall Screws 25 Mm 215 Jointing Compound 216 Jointing Tape 217 Minaral Fibre Board 600 X 600 Mm 218 Perimeter Channel 80 X 8 Mm 219 Screws 1 12 220 Screws 1 / 2 221 Rawal Plug 222 Plain Zinc Sheet 0.50 Mm Thick 223 Aldrop 300*16Mm Chromium Plated 224 Aldrop Iron Oxidise 300*16Mm 225 Aldrop Stainless Steel 300*16Mm 226 Handle 125Mm M.S. Chromium Plated 227 Handle 150Mm Brass Chromium Plated ( Rounded Shape ) 228 Handle Alluminium 125 Mm 229 Iron Hinges Chromium Plated 125Mm 230 But Hinges Alluminium 125Mm 231 G.I.Screw 50Mm 232 G.I.Screw 25Mm 233 Stainless Steel Hinges - 125Mm 14 Gauge ( Heavy Duty ) 234 Tower Bolt Aluminium 10Mm Dia.Length 250Mm 235 Tower Bolt Aluminium 10Mm Dia.Length 200Mm 236 Tower Bolt M.S. Chromium Plated 10Mm Dia, Length 300Mm 237 Tower Bolt M.S. Chromium Plated 10Mm Dia, Length 200Mm 238 Cold Rolled Steel Hollow Section Door Frame 1829*610Mm 239 Aluminium Stay 25Cm 240 Aluminium Stay 30Cm 241 Jali Fly Proof 242 Jali Chicken Mesh 243 Jali Welded Mesh 25*25* 13 Guage 244 Jali Welded Mesh 25*25* 11 Guage 245 Jali Welded Mesh 50*25 13 Guage 246 Jali Welded Mesh 50*25 11 Guage 247 Hold Fast Iron 300*40*5Mm 248 Sliding Door Bolt Stainless Steel 12Mm Dia. 250Mm Length 249 Glass Plain 3Mm 250 Glass Plain 5Mm 251 Glass Obscured ( Bajara ) 5Mm 252 G.I. Nut Bolt 253 Housing Box To Rolling Shutter 254 Mechanical Gear For Rolling Shutter 255 Mortice Lock Superior 256 Solid Core Commercial Shutter 30Mm Thick Phenol Bonded With Face Veneer 3 Mm Thick Both Side 257 Iron Washer 12Mm To 16Mm 258 Aluminium Section 259 Nylon / Pvc Gasket 260 Alluminium Screw 32 X 6 Mm, 25 X 6 Mm 261 Concealed Locking Arrangement Of 100 Mm Length For Sliding Window 262 Alluminium Grill 7.50 Mm Thick 263 Hydraulic Floor Spring Heavy Duty ( 150 Kg Capacity ) Isi Mark 264 Iron Oxidized Sliding Door Bolt 200 Mm Length, 12 Mm Dia 265 Powder And Chemicals For Colour Anodizing Process Of Alluminium Sections 266 Lock For Sliding Shutter 267 All Bearing Roller 268 All Frame Rail Angle 269 Welding Electrodes 270 C.R.C. Sheet 271 Abstrone Butadyne Styrine ( Abs ) Door Shutter Including Transportation 272 Puff Insulation 35-40 Kg / Cumt. Density 273 Pvc Door Shutter 34 Mm Thick Factory Made Shutter 274 Frp Door Shutter 30 Mm Thick Factory Made Shutter 275 Frp Door Shutter 35 Mm Thick Factory Made Shutter 276 Bison Pannel 277 Pvc Factory Made Solid Panel Door Shutter With Stainless Steel Fixutres & Fastening 278 Pvc Factory Made Flush Door 30 Mm With Stainless Steel Fixutres & Fastening 279 Sliding Door Bolt Chromium Plated 250Mm 280 Acrylic Plain Sheet 3 Mm 281 Aldrop Stainless Steel 300*16Mm 282 Aldrop Stainless Steel 250*16 Mm 283 Handle 150Mm Stainless Steel ( Rounded Shape ) 284 Handle 200Mm Stainless Steel ( Rounded Shape ) 285 Stainless Steel Hinges - 100Mm 14 Gauge ( Heavy Duty ) 286 Stainless Steel Hinges - 125Mm 14 Gauge ( Heavy Duty ) 287 Housing Box To Rolling Shutter 288 Mechanical Gear For Rolling Shutter 289 Door Stopperstainless Steel 290 Tower Bolt Stainless Steel 200 Mm 291 Tower Bolt Stainless Steel 250 Mm 292 Sliding Door Bolt Stainless Steel 250 Mm 293 Handle Stainless Steel 100 Mm 294 Eye Hole Lens 295 Rolling Shutter 296 Ply Wood 297 Stainless Steel Hooks And Eyes 200 Mm 298 Steel Window 299 Powder Coating 300 Rubber Lining 301 Ply Wood 9 Mm Thick 302 Laminated Board Double 12Mm Thick 303 Alluminium Section Anodized 304 Handle Iron Oxidised 150 Mm 305 Hinges Iron Oxidised 100 Mm 306 T. W. Particle Board, Both Face Laminated 12 Mm 307 Battens T.W. 70 X 45 Mm 308 Nuts And Bolts 309 Plain Frp Sheet 22 B.W.G. 310 Tw Runner ( 6 X 3 ) 311 Alluminium Screw 312 F Patti 313 Teak Wood Planks Above 2.5M Length 314 Vision Panel 315 Solid Core Shutter 35 Mm Thick With Commercial Veneer Facing And Phenol Bonded 316 Oil Paint 317 Acrylic Plain Sheet 2 Mm Thick 318 Aluminium Sheet 24 B.W.G 319 Alluminium Section With Powder Coating 320 Concealed Lock 321 Mosquito Proof Nylone Net 322 Solid Core Commercial Shutter 30Mm Thick Phenol Bonded With Face Veneer 3 Mm Thick Both Side With Bidding Patty 323 G.I. Pipe 100Mm Dia. Medium Type 324 G.I. Pipe 100Mm Dia. Heavy Type 325 G.I. Pipe 15Mm Dia. Medium Type 326 G.I. Pipe 15Mm Dia. Heavy Type 327 G.I. Pipe 20Mm Dia. Medium Type 328 G.I. Pipe 20Mm Dia.Heavy Type 329 G.I. Pipe 25Mm Dia. Medium Type 330 G.I. Pipe 25Mm Dia. Heavy Type 331 G.I. Pipe 32Mm Dia. Medium Type 332 G.I. Pipe 32Mm Dia.Heavy Type 333 G.I. Pipe 40Mm Dia. Medium Type 334 G.I. Pipe 40Mm Dia. Heavy Type 335 G.I. Pipe 50Mm Dia. Medium Type 336 G.I. Pipe 50Mm Dia. Heavy Type 337 G.I. Pipe 65Mm Dia. Medium Type 338 G.I. Pipe 65Mm Dia. Heavy Type 339 G.I. Pipe 80Mm Dia. Medium Type 340 G.I. Pipe 80Mm Dia. Heavy Type 341 Pvc Nahani Trap 75 Mm 342 G.I.Clamps 100Mm To 150Mm 343 Pvc Nahani Trap 150 Mm 344 G.I.Clamps 12Mm To 32Mm 345 G.I.Clamps 40Mm To 80Mm 346 Anglo Indian W.C. Pan Colour 347 G.I.Fixtures 348 P.V.C. Cowl 100 Mm 349 G.I.Screws 30Mm 350 G.I.Screws 40Mm 351 G.I.Union 25Mm Dia. 352 Gully Trap Cover With Frame 353 Gun Metal Stop Tap With Crutch Wheel 20Mm 354 Gun Metal Stop Tap With Crutch Wheel 25Mm 355 Gun Metal Stop Tap With Crutch Wheel 15Mm 356 Gun Metal Stop Tap With Crutch Wheel 20Mm 357 C.I.Bend 75Mm Dia. 358 C.I.Bend 100Mm Dia. 359 C.I.Bip Tap 12Mm 360 C.I.Grating 150Mm Dia. 361 C.I.Grating 100Mm Dia. 362 C.I.Grating 75Mm Dia. 363 C.I.Brackets 364 C.I.Collers 100Mm Dia. 365 C.I.Copllers 75Mm Dia. 366 C.I.Cover 45*30 Cm With Frame 367 C.I.Cowl / Vent 100Mm Dia. 368 C.I.Cowl / Vent 150Mm Dia. 369 C.I.Cowl / Vent 75Mm Dia. 370 C.I.Hinged Cover With Frame 371 C.I.Man Hole Cover 50 Kg. 372 C.I.Man Hole Cover 75 Kg. 373 C.I.Man Hole Cover 100 Kg. 374 C.I.Man Hole Cover 175 Kg.Heavy ( 0.9*0.45M ) 375 C.I.Nahani Trap 100Mm Dia. ( 375Mm Long ) 376 C.I.Nahani Trap 75 To 80Mm Dia. ( 375Mm Long ) 377 C.I.100*75*300 Long Arm ( Wt. 6Kg ) Nahani Trap 378 C.I.Soil Pipe 100Mm Dia. 379 C.I.Soil Pipe 150Mm Dia. 380 C.I, Soil Pipe 75 To 80Mm Dia. 381 C.I.Shoe 75 Mm Dia. 382 C.I. Shoe 100 Mm Dia. 383 C.I.Shoe 150Mm 384 Ball Cock 15Mm Dia.P.V.C.Float 385 Ball Cock 25Mm Dia.P.V.C.Float 386 Ball Cock 40Mm Dia.P.V.C.Float 387 Ball Cock 50Mm Dia.P.V.C.Float 388 Bib Cock Stop Tap Brass Heavy 15Mm 389 Bib Cock Stop Tap Brass Heavy 20Mm 390 Bib Cockstop Tap Brass Heavy 25Mm 391 Bib Tap 12Mm Brass Medium 392 Colour Wash Hand Basin 55*40Cm 393 Colour Wash Hand Basin 63*45Cm 394 White Glazed Wash Basin 45*30Cm 395 White Glazed Wash Hand Basin 55*50Cm 396 P.V.C. Flexible Waste Pipe 32 Mm Dia 397 White Glazed Wash Hand Basin 63 X 45 Cm 398 Sink White Glazed 45*20*30Cm 399 Pedestal For Wash Basin ( Standard Size ) 400 C.C.Septic Tank 0.9M Dia. ( 2.5M Long ) 401 C.C.Septic Tank 1.20M Dia. ( 2.5M Long ) 402 C.I.Steps For Manhole 403 C.I.Cover With Frame ( Gully Trap ) 404 C.I.Plug Bend 150Mm Dia. 405 Clamp For G.I.Pipe 25Mm 406 Colour European Type W.C.Pan 407 European Type Glazed W.C.Pan 408 W.C.Pan Coloured Glazed 64Cm. ( Orissa ) 409 W.C.Pan White Glazed 58 Cm.Indian 410 W.C.Pan White Glazed 57.50 Cm ( Orissa ) 411 Fibre Flushing Tank For W.C. 412 Flushing Tank Automatic Urinal 10Ltr. C.I. 413 Flushing Tank Automatic Urinal 5Ltr. ( P.V.C. ) 414 Low Level Flush Pr. St. 10Ltr. 415 Flat Back Urinal 416 Stall Type Urinal 417 Lipped Type Urinal 418 Coloured Glazed Full Stall Urinal 419 Bleaching Powder 420 Potassium Permanganate 421 Nylon Brush 422 Duster 423 Plastic Bucket 424 Coir 425 Gunny Cloth 426 Kharata 427 Wheel Stop Tap Brass 15Mm 428 Wheel Stop Tap Brass 20Mm 429 Wheel Stop Tap Brass 25Mm 430 Socket Brass For 32Mm Tap 431 Socket Brass For 40Mm Tap 432 Socket Brass For 50Mm Tap 433 Socket Brass For 65Mm Tap 434 Socket For 100Mm Tap 435 Socket For 15Mm Tap 436 Socket For 20Mm Tap 437 Socket For 25Mm Tap 438 Socket For 32Mm Tap 439 Socket For 40Mm Tap 440 Socket For 50Mm Tap 441 Socket For 65Mm Tap 442 Socket For 80Mm Tap 443 Span Yarn 444 Strainer For 100Mm 445 Strainer For 40Mm 446 Strainer For 50Mm 447 Strainer For 80Mm 448 Strainer For 15Mm 449 Strainer For 20Mm 450 Strainer For 25Mm 451 Stone Ware Pipe 100Mm Dia. 452 Stone Ware Pipe 150Mm Dia. 453 Stone Ware Pipe 225Mm Dia. 454 Stone Ware Glazed Pipe Half Round 100Mm Dia. 455 Stop Tap Brass With Crunch Wheel 15Mm Dia. 456 Towel Rod With Clamps 16Mm Dia. 457 Mirror 40*50Cm. With Plastic Frame 458 Brass T Thimble Socket 32Mm Dia. 459 Brass Wheel Stop Tap 32Mm Dia. 460 Brass Wheel Stop Tap 40Mm Dia. 461 Brass Wheel Stop Tap 50Mm Dia. 462 Brass Wheel Stop Tap 65Mm Dia. 463 Brass Wheel Stop Tap 80Mm Dia. 464 Half Turn Flush Cock 25Mm Dia. 465 12Mm Flexible Inlet Pipe Connection 466 Bell Mouth Cover 100Mm Dia. 467 Box Chamber With Lock 0.6*0.45M 468 Brass Nozzle Pillar Tap 12Mm 469 Black Bakelite Seat To European Closer 470 Concussion Push Button Type Gun Metal Tap 15 To 25Mm Dia. 471 Coupling Cast Iron 100Mm Dia. 472 Coupling Cast Iron 80Mm Dia. 473 Chromium Plated 12Mm Dia.Bib Cock 474 C.I.Trap Grating 15*10 Cm 475 C.I.Y Junction 100Mm Dia. 476 C.I.Y Junction 150Mm Dia. 477 C.I.Y Junction 75Mm Dia. 478 Enameled Bend 40Mm Dia. 479 Ferrul For C.I.Pipr 100Mm 480 White Glazed Foot Rest Chequred 25*10 Cm 481 Half Round Earthware Pipe 100Mm ( 60Cm Long ) 482 Half Round Earthware Pipe 150Mm ( 60Cm Long ) 483 Jute Rope 484 Half Round Chaina Ware Pipe 100Mm ( 60Cm Long ) 485 Lead Pipe 32Mm Dia. 486 Mohagani Seat With Lid 487 Mosquito Proof Coupling 488 Non-Return Valve 15Mm For Water Meter 489 Non-Return Valve 25Mm For Water Meter 490 Non-Return Valve 20Mm For Water Meter 491 Piller Tap 12Mm Dia.Chromium Plated Heavy 492 P.Trap And Lead Pipe Upto 40Mm Dia. 493 Rubber Gasket ( 25, 28 And 20 Cm ) 494 Rubber Incertion 495 Rubberised Adhesive 496 Salt Glazed Stone Ware Gully Trap ( 150*150Mm ) 497 Self Project Tap Brass Chromium Plated 15Mm 498 Sewer Trap 499 Shower Rose Chromium Plated Brass 10Cm 500 P.V.C. Pipe 15Mm Dia.10Kg / Cm2 Pressure ( Class Iv ) 501 P.V.C. Pipe 20Mm Dia.10Kg / Cm2 Pressure ( Class Iv ) 502 P.V.C. Pipe 25Mm Dia.10Kg / Cm2 Pressure ( Class Iv ) 503 P.V.C. Pipe 32Mm Dia.10Kg / Cm2 Pressure ( Class Iv ) 504 P.V.C. Pipe 40Mm Dia.10Kg / Cm2 Pressure ( Class Iv ) 505 P.V.C. Pipe 50Mm Dia.10Kg / Cm2 Pressure ( Class Iv ) 506 P.V.C. Pipe 60Mm Dia.10Kg / Cm2 Pressure ( Class Iv ) 507 P.V.C. Pipe 75Mm Dia.4 Kg / Cm2 Pressure ( Class Ii ) 508 P.V.C. 75 Mm Soil Pipe 6 Kg / Cm2 Pressure 509 P.V.C. Pipe 90Mm Dia.4 Kg / Cm2 Pressure ( Class Ii ) 510 P.V.C.Pipe 110Mm Dia.4Kg / Cm2 Pressure ( Class Ii ) 511 P.V.C. 110 Mm Rain Water Pipe 6Kg / Cm2 Pressure 512 P.V.C. 110 Mm Soil Pipe 6 Kg / Cm2 Pressure 513 P.V.C.Pipe 140Mm Dia.4Kg / Cm2 Pressure ( Class Ii ) 514 P.V.C.Pipe 160Mm Dia.4Kg / Cm2 Pressure ( Class Ii ) 515 P.V.C.Pipe 160Mm Dia.Soil Pipe 516 P.V.C.Pipe 160Mm Dia. Rain Water Pipe 517 P.V.C.Socket 15Mm Dia. 518 P.V.C.Socket 20Mm Dia. 519 P.V.C.Socket 25Mm Dia. 520 P.V.C.Socket 32Mm Dia. 521 P.V.C.Socket 40Mm Dia. 522 P.V.C.Socket 50Mm Dia. 523 P.V.C.Socket 60Mm Dia. 524 P.V.C.Flushing Tank ( 12 Ltr. Capacity ) 525 Flush Valve 32Mm Dia. 526 Ferocret Tank 527 Stainless Steel Sink Of Size 600*510*200Mmof Nirali Or Equivalent Make 528 C.P.Pillar Cock Jaquar Make Continental ( Cat.No. Con-011 ) 529 C.P.Pillar Cock ( Isi ) Jaquar Make Continental 530 C.P.Pillar Cock Long Neck With Aerator Jaquar Make Continental ( Cat.No. Con- 021 ) 531 C.P.Bib Cock ( Isi ) Jaquar Make Continental ( Cat.No. Con-037 ) 532 C.P.Bib Cock Long Thread Jaquar Make Continental ( Cat.No. Con-039 ) 533 C.P.2-Way Bib Cock Jaquar Make Continental ( Cat.No. Con-041 ) 534 C.P.Bib Cock With Wall Flange Long Thread Jaquar Make Continental ( Cat.No. Con- 047 ) 535 C.P.Bib Cock With Nozzle Jaquar Make Continental ( Cat.No. Con-049 ) 536 C.P.Angular Stop Cockjaquar Make Continental ( Cat.No. Con-053 ) 537 C.P.Angular Stop Cock Long Thread Jaquar Make Continental ( Cat.No. Con-055 ) 538 C.P.Angular Stop Cock With Wall Flange Jaquar Make Continental ( Cat.No. Con- 059 ) 539 C.P.Central Hole Basin Mixer Without Popup Waste System With 450Mm Long Braided Hoses Jaquar Make Continental ( Cat.No. Con-167B ) 540 C.P.Wall Mixer With Telephone Shower Arragnementonly But Without Teltphone Shower Crutch Jaquar Make Continental ( Cat.No. Con-217 ) 541 C.P.Wall Mixer Non-Telephonic Shower Arrangement Jaquar Make Continental ( Cat.No. Con-219 ) 542 C.P.Wall Mixer ( Wall Mounted Model ) With Telephone Shower Arrangement Only And With Telephone Shower Crutch Jaquar Make Continental ( Cat.No. Con-267 ) 543 C.P.Wall Mixer With Provision For Overheadshower With 115Mm Long Bend Pipe And Wall Flange Jaquar Make Continental ( Cat.No. Con-273Upr ) 544 C.P.Sink Mixer With Swinging Casted Spout ( Wallmounted ) Jaquar Make Continental ( Cat.No. Con-309 ) 545 C.P.Sink Mixer Swinging Spout ( Table Mounted Model ) 450Mm Long Braided Hoses Jaquar Make Continental ( Cat.No. Con-309B ) 546 C.P.Sink Cock With Swinging Casted Spout Jaquar Make Continental ( Cat.No. Con- 347 ) 547 C.P.Sink Cock With Raised J Shaped Swinging Casted Spout ( Table Mounted ) Jaquar Make Continental ( Cat.No. Con- 359 ) 548 C.P.Shower Arm 190Mm Long Light Body With Wallflange Jaquar Make Continental ( Cat. No. Sha - 477 ) 549 C.P.Flush Cock With Wall Flange 25Mm With Plain Knob Jaquar Make Continental ( Cat.No. Flr 6081 ) 550 C.P.Towel Rail 24 Jaquar Make Continental ( Cat. No. Acn 1111N ) 551 C.P.Towel Ring Square Jaquar Make Continental ( Cat. No. Acn 1121N ) 552 C.P.Soap Dish Hooker Jaquar Make Continental ( Cat. No. Akb 35731 ) 553 C.P.Soap Dish ( Polyurethane ) Jaquar Make Continental ( Cat. No. Aqn 7733 ) 554 C.P.Toilet Paper Holder Jaquar Make Continental ( Cat. No. Aq 7751 ) 555 C.P.Toilet Rack 24With Lower Hanger Jaquar Make Continental ( Cat. No. Acn 1181N ) 556 C.P.Handshower ( Health Faucet ) 1M.Pvc Tube With Wall Hook Jaquar Make ( Cat. No. Ald 563 ) 557 C.P.Pillar Cock Jaquar Make QueenS Collection ( Quarter Turn Fitting ) ( Cat. No. Qqt 7011 ) 558 C.P.Bib Cock With Wall Flange Aqua Make QueenS Collection ( Quarter Turn Fitting ) ( Cat. No. Qqt7037 ) 559 C.P.2-Way Bib Cock With Wall Flange Aqua Make QueenS Collection ( Quarter Turn Fitting ) ( Cat. No. Qqt 7041 ) 560 C.P.Angular Stop Cock With Wall Flange Aqua Make QueenS Collection ( Quarter Turn Fitting ) ( Cat. No. Qqt 7053 ) 561 C.P.Central Hole Basin Mixer With Regular Spout Without Popup Waste System With 450Mm Longbraided Hoses Jaquar Make QueenS Collection ( Quarter Turn Fitting ) ( Cat. No. Qqt 7167Bb ) 562 C.P.Central Hole Basin Mixer With Regular Spout With Popup Waste System With 450Mm Longbraided Hoses Jaquar Make QueenS Collection ( Quarter Turn Fitting ) ( Cat. No. Qqt 7169B ) 563 C.P.Central Hole Basin Mixer With Small Spout Without Popup Waste System With 450Mm Longbraided Hoses Jaquar Make QueenS Collection ( Quarter Turn Fitting ) ( Cat. No. Qqt 7171B ) 564 C.P.Wall Mixer ( Wall Mounted Model ) With Telephonic Shower Arrangement Only But Without Crutchjaquar Make QueenS Collection ( Quarter Turn Filling ) ( Cat. No. Qqt 7217 ) 565 C.P.Wall Mixer Non-Telephonic Shower System Jaquar Make QueenS Collection ( Quarter Turn Filling ) ( Cat. No. Qqt 7219 ) 566 C.P.Wall Mixer ( Wall Mounted Model ) With Telephonic Shower Arrangement Only And With Telephone Shower Crutch Jaquar Make QueenS Collection ( Quarter Turn Filling ) ( Cat. No. Qqt 7267 ) 567 Hydraulic Door Closer 568 Cpvc Pipe 15Mm Dia. 569 Cpvc Pipe 20Mm Dia. 570 Cpvc Pipe 25Mm Dia. 571 Cpvc Pipe 32Mm Dia. 572 Cpvc Pipe 40Mm Dia. 573 Cpvc Pipe 50Mm Dia. 574 Cpvc Coupling For 15Mm Dia. 575 Cpvc Coupling For 20Mm Dia. 576 Cpvc Coupling For 25Mm Dia. 577 Cpvc Coupling For 32Mm Dia. 578 Cpvc Coupling For 40Mm Dia. 579 Cpvc Coupling For 50Mm Dia. 580 Elbow 90 Degree For 15Mm Dia. 581 Elbow 90 Degree For 20Mm Dia. 582 Elbow 90 Degree For 25Mm Dia. 583 Elbow 90 Degree For 32Mm Dia. 584 Elbow 90 Degree For 40Mm Dia. 585 Elbow 90 Degree For 50Mm Dia. 586 Tee For 15Mm Dia. 587 Tee For 20Mm Dia. 588 Tee For 25Mm Dia. 589 Tee For 32Mm Dia. 590 Tee For 40Mm Dia. 591 Tee For 50Mm Dia. 592 End Cap For 15Mm Dia. 593 End Cap For 20Mm Dia. 594 End Cap For 25Mm Dia. 595 End Cap For 32Mm Dia. 596 End Cap For 40Mm Dia. 597 End Cap For 50Mm Dia. 598 Ball Cock For 15Mm Dia. 599 Ball Cock For 12Mm Dia. 600 Ball Cock For 25Mm Dia. 601 Ball Cock For 32Mm Dia. 602 Ball Cock For 40Mm Dia. 603 Araldite Adhesive 604 Ball Valves For 50Mm Dia. 605 Male Adapter ( Brass Threads ) For 15Mm Dia. 606 Male Adapter ( Brass Threads ) For 20Mm Dia. 607 Male Adapter ( Brass Threads ) For 25Mm Dia. 608 Male Adapter ( Brass Threads ) For 32Mm Dia. 609 Male Adapter ( Brass Threads ) For 40Mm Dia. 610 Male Adapter ( Brass Threads ) For 50Mm Dia. 611 Male Adapter ( Plastic Threads ) For 15Mm Dia. 612 Male Adapter ( Plastic Threads ) For 20Mm Dia. 613 Male Adapter ( Plastic Threads ) For 25Mm Dia. 614 Male Adapter ( Plastic Threads ) For 32Mm Dia. 615 Male Adapter ( Plastic Threads ) For 40Mm Dia. 616 Male Adapter ( Plastic Threads ) For 50Mm Dia. 617 Female Adapter ( Brass Threads ) For 15Mm Dia. 618 Female Adapter ( Brass Threads ) For 20Mm Dia. 619 Female Adapter ( Brass Threads ) For 25Mm Dia. 620 Female Adapter ( Brass Threads ) For 32Mm Dia. 621 Female Adapter ( Brass Threads ) For 40Mm Dia. 622 Female Adapter ( Brass Threads ) For 50Mm Dia. 623 Female Adapter ( Plastic Threads ) For 15Mm Dia. 624 Female Adapter ( Plastic Threads ) For 20Mm Dia. 625 Female Adapter ( Plastic Threads ) For 25Mm Dia. 626 Union For 15Mm Dia. 627 Union For 20Mm Dia. 628 Union For 25Mm Dia. 629 Union For 32Mm Dia. 630 Union For 40Mm Dia. 631 Union For 50Mm Dia. 632 Cross For 15Mm Dia. 633 Cross For 20Mm Dia. 634 Step Over Bend 15Mm Dia. 635 Step Over Bend 20Mm Dia. 636 Tee Holder For 15Mm Dia. 637 Tee Holder For 32Mm Dia. 638 End Plug Threaded For 15Mm Dia. 639 R.C.C.Chamber Cover With Frame 90Cm*45Cm Heavy Duty 225Kg 640 R.C.C.Chamber Cover With Frame 90Cm*45Cm Medium Duty 140Kg 641 R.C.C.Chamber Cover With Frame 60Cm*45Cm Heavy Duty 160Kg 642 R.C.C.Chamber Cover With Frame 60Cm*45Cm Medium Duty 100Kg 643 I.S.I.Ferrul Connection15mm Dia. 644 I.S.I.Ferrul Connection 20Mm Dia. 645 I.S.I.Ferrul Connection 25Mm Dia. 646 I.S.I.Ferrul Connection 32Mm Dia. 647 I.S.I.Ferrul Connection 40Mm Dia. 648 I.S.I.Ferrul Connection 50Mm Dia. 649 Water Meter 15 Mm Diameter 650 Water Meter 20 Mm Diameter 651 Water Meter 25 Mm Diameter 652 Water Meter 40 Mm Diameter 653 Water Meter 50 Mm Diameter 654 Water Meter 80 Mm Diameter 655 Water Meter 100 Mm Diameter 656 Non Return Valve 40 Mm Diameter 657 Non Return Valve 50 Mm Diameter 658 Non Return Valve 80 Mm Diameter 659 Non Return Valve 100 Mm Diameter 660 Colour Wash Hand Basin 0.45 X 0.30 661 White Glaze Earth Sink 0.6 X 0.2 X 0.45 662 Clamp For G.I.Pipe 200Mm 663 Earopean Type Glazed W.C.Pan 68Cm 664 Earopean White Glazed Earthen Ware Closet Pan 665 P.V.C. Nahni Trap 666 P.V.C. Connector. 15 Mm Dia 667 Low Level Flushing Cistern 668 Upvc Sanitary Pipes All 20 Mm Dia. 669 Upvc Sanitary Pipes All 75 Mm Dia. 670 Bib Cock Stop Tap Brass Heavy 15Mm 671 Stainless Steel Sink Of Size 610 X 460 X 200 Mm Of Nirali Or Equivalent Make 672 Upvc Sanitary Pipes All 63 Mm Dia. 673 W.C.Pan Colour Glazed 57.50 Cm ( Orissa ) 674 Piller Cock Mixer & Angle Cock 675 Upvc Sanitary Pipes All 25 Mm Dia. 676 Upvc Sanitary Pipes All 15 Mm Dia. 677 Cement 678 Upvc Sanitary Pipes All 40 Mm Dia. 679 Upvc Sanitary Pipes All 50 Mm Dia. 680 Stainless Steel Sink Of Size 470 X 420 X 178 Mm Of Nirali Or Equivalent Make 681 Bib Cock Long Arm 682 Bottletrap Wash Basin 32 Mm Cromium Plated 683 Upvc Sanitary Pipes All 32 Mm Dia. 684 Hamp Rope 685 Bib Cock Cock Stop Tap Brass Heavy 15 Mm 686 Colour Wash Hand Basin 45*30Cm 687 Ultra 250 Mm. Dia. Upvc 90 Degree Junction Chamber Base With U Trap 688 Ultra 250 Mm.Dia. Upvccover & Frame 689 Upvc Blanking Plug 110 Mm 690 Upvc 90 Degree Bend 691 Ultra Shaft 250X470mm 692 Water Jet With Accessories 693 White Glazed Full Stall Urinal 694 Glass Plain 6Mm Thick 695 White Glazed Earthenware Squatting Plate ( Ladies Urinal ) 696 Autoclosing Pillar Cock Of Pressmatic Tap 697 Pvc Aqua Kraft Type Super Bib Tap 15 Mm 698 Pvc Aqua Kraft Type Super Two Way Bib Tap 15 Mm 699 Super Push Button Type Cock / Tap With Flange 15 Mm 700 Pvc Aqua Kraft Type Super Jet Spray 15 Mm 701 Pvc Aqua Kraft Type Super Right Angle Stop Tap 702 Pvc Aqua Kraft Type Super Pillar Tap 15 Mm 703 Fixing In Cc Bk Clamp, Battan 704 Wall Mounted European Type Glazed W.C.Pan 705 Super Wall Sink Type Tap With Flange 15 Mm 706 Two Way Bib Tap With Flange 707 Super Jet Spray With Flange 2 In 1 Faucet 1.50 Metre Long 708 Chloryphyriphos 709 Solvent 710 D.D.V.P. 711 Malathion 712 Pine Oil 713 S.S. Pipe 40 Mm Dia 714 Mild Steel 715 Barbed Wire 716 Concentina Coil Wire 717 M.S.Steel 718 Rcc Pole 719 Green Marble 720 Telephone Black Granite 721 Karva ( For Roof And Sides 10Kg Bundle ) 722 Tatti 723 Bamboo 25Mm Dia. 724 Lightening Conductor 725 Salt 726 Copper Tape Width 25Mm*3Mm Thick 727 Aluminium Strips 50 Mm X 3 Mm 728 Cripped Wire3 - 0 , 4 - 0 And 5 - 0 Wide 729 Welding Electrodes 730 Welded Mesh 75 X 75 Mm 731 Welded Mesh 150 X 150 Mm 732 Tarat 36 Width ( Gunny Cloth ) 733 Chain Link3 - 0 , 4 - 0 And 5 - 0 Wide 734 Bamboo 50Mm Dia. 735 Hold Fast For Steel Gate 736 Nut Boldts 12 Mm Dia. / Nails All Size 737 M.S. Pipe 40 Mm Dia 738 Welding Rod 739 Pvc Hand Rail Cover 740 Antitermite Liquid 741 Lock For Drawer / Cupboard 742 Glycel 743 Hing 744 Hot Lime 745 Ladder 746 Fine Tooth Chisel 747 Saw 748 Gloves 749 R.C.C.Pipe 1200Mm Dia. ( Np3 ) 2.5M Long 750 R.C.C.Pipe 1100Mm Dia. ( Np3 ) 2.5M Long 751 R.C.C.Pipe 1000Mm Dia. ( Np3 ) 2.5M Long 752 R.C.C.Pipe 900Mm Dia. ( Np3 ) 2.5M Long 753 R.C.C.Pipe 800Mm Dia. ( Np3 ) 2.5M Long 754 R.C.C.Pipe 700Mm Dia. ( Np3 ) 2.5M Long 755 R.C.C.Pipe 600Mm Dia. ( Np3 ) 2.5M Long 756 R.C.C.Pipe 500Mm Dia. ( Np3 ) 2.5M Long 757 R.C.C.Pipe 450Mm Dia. ( Np3 ) 2.5M Long 758 R.C.C.Pipe Np2 Class 1000Mm Dia. 2.5M Long 759 R.C.C.Np2 Pipe Collar 1000 Mm Dia. 760 R.C.C.Pipe Np2 Class 1200Mm Dia. 2.5M Long 761 R.C.C.Np2 Pipe Collar 1200 Mm Dia. 762 R.C.C.Pipe Np2 Class 1800Mm Dia. 2.5M Long 763 R.C.C.Pipe Np2 Class 900Mm Dia. 2.5M Long 764 R.C.C.Np2 Pipe Collar 900 Mm Dia. 765 R.C.C.Pipe Np2 Class 800Mm Dia. 2.5M Long 766 R.C.C.Np2 Pipe Collar 800 Mm Dia. 767 R.C.C.Pipe Np2 Class 700Mm Dia. 2.5M Long 768 R.C.C.Pipe Np2 Class 600Mm Dia. 2.5M Long 769 R.C.C.Np2 Pipe Collar 600 Mm Dia. 770 R.C.C.Pipe Np2 Class 500Mm Dia. 2.5M Long 771 R.C.C.Pipe Np2 Class 450Mm Dia. 2.5M Long 772 R.C.C.Np2 Pipe Collar 450 Mm Dia. 773 R.C.C.Pipe Np2 Class 100Mm Dia. 2M Long 774 R.C.C.Pipe Np2 Class 150Mm Dia. 2M Long 775 R.C.C.Pipe Np2 Class 225Mm Dia. 2M Long 776 R.C.C.Pipe Np2 Class 300Mm Dia. 2M Long 777 Rcc Pipe Np 4 Heavy Duty Non Presure Pipe 1000 Mm Diameter 778 Rcc Pipe Np4 Heavy Duty Non Presure Pipe 1200 Mm Diameter 779 Rcc Pipe Np4 Heavy Duty Non Presure Pipe 900 Mm Diameter 780 Cement 781 Structural Steel 782 Tmt Fe - 500 783 Hcrm / Crs Reinforcement 784 Bitumen Vg 10 ( Bulk ) ( 80 / 100 ) 785 Bitumen Vg 30 ( Bulk ) ( 60 / 70 ) 786 Bitumen Vg 40 ( Bulk ) ( 30 / 40 ) 787 Bitumen Vg 30 ( Packed ) ( 60 / 70 ) 788 Bitumen Vg 40 ( Packed ) ( 30 / 40 ) 789 Bitumen Vg 10 ( Packed ) ( 80 / 100 ) 790 Sand - Natural / V.S.I. ( Vertical Shaft Impact Crusher ) Quality Artifitial Sand 791 Sand - Crushed 792 Natural Sand - Screened ( For Plaster Work Only ) 793 Bricks Ii Class 794 Rubble Stone Excluding Royalty 795 Aggregate 40 Mm ( Hand Broken ) Blasted Excluding Royalty 796 Aggregate 25 Mm 797 Aggregate 20 Mm 798 Aggregate 12 Mm 799 Aggregate 10 Mm 800 Aggregate 6 Mm 801 Stone Dust 802 Soft Murum 803 Hard Murum 804 Water 805 White Cement 806 Plasticizer 807 Stainless Steel Plate 808 Emulsion Rs1 ( Hincol ) Bulk 809 Emulsion Rs1 ( Hincol ) Packed 810 Waste Plastic To Be Used In Bituminous Treatment As Per Irc Sp-098-2013 811 Portland Slag Cement ( Psc ) 812 Ground Granulated Blast Furnance Slag ( Ggbs ) 813 Bitumen Vg-40 ( Bulk ( 30-40 Grade ) ) 814 Stone Boulder Of Size 150 Mm And Below At Cruser Plant 815 Supply Of Quarried Stone 150 - 200 Mm Size For Hand Broken At Site 816 Boulder With Minimum Size Of 300 Mm For Pitching At Site 817 Coarse Sand At Mixing Plant 818 Coarse Sand At Site 819 Murum At Site 820 Fly Ash Conforming To Is: 3812 ( Part Ii &I ) Athmp Plant / Batching Plant / Crushing Plant 821 Filter Media / Filter Material As Per Table 300-3 ( Mort&H Specification ) 822 Close Graded Granular Sub-Base Material 53 Mm To 9.5 Mm 823 Close Graded Granular Sub-Base Material37.5 Mm To 9.5 Mm 824 Close Graded Granular Sub-Base Material26.5 Mm To 9.5 Mm 825 Close Graded Granular Sub-Base Material9.5 Mm To 4.75 Mm 826 Close Graded Granular Sub-Base Material9.5 Mm To 2.36 Mm 827 Close Graded Granular Sub-Base Material 4.75Mm To 2.36 Mm 828 Close Graded Granular Sub-Base Material 4.75Mm To 75 Micron Mm 829 Close Graded Granular Sub-Base Material2.36 Mm 830 Stone Crusher Dust Finer Than 3Mm With Not More Than 10% Passing 0.075 Sieve. 831 Coarse Graded Granular Sub-Base Material2.36 Mm & Below 832 Coarse Graded Granular Sub-Base Material4.75Mm To 75 Micron Mm 833 Coarse Graded Granular Sub-Base Material4.75 Mm To 2.36 Mm 834 Coarse Graded Granular Sub-Base Material 9.5 Mm To 4.75 Mm 835 Coarse Graded Granular Sub-Base Material 26.5 Mm To 4.75 Mm 836 Coarse Graded Granular Sub-Base Material 26.5 Mm To 9.5 Mm 837 Coarse Graded Granular Sub-Base Material 37.5 Mm To 9.5 Mm 838 Coarse Graded Granular Sub-Base Material 53 Mm To 26 .5Mm 839 Aggregates Below 5.6 Mm 840 Aggregates 22.4 Mm To 2.36 Mm 841 Aggregates 22.4 Mm To 5.6 Mm 842 Aggregates 45 Mm To 2.8 Mm 843 Aggregates 45 Mm To 22.4 Mm 844 Aggregates 53 Mm To 2.8 Mm 845 Aggregates 53 Mm To 22.4 Mm 846 Aggregates 63 Mm To 2.8 Mm 847 Aggregates 63 Mm To 45 Mm 848 Aggregates 90 Mm To 45 Mm 849 Aggregates 10 Mm To 5 Mm 850 Aggregates 11.2 Mm To 0.09 Mm 851 Aggregates 13.2 Mm To 0.09 Mm 852 Aggregates 13.2 Mm To 5.6 Mm 853 Aggregates 13.2 Mm To 10 Mm 854 Aggregates 20 Mm To 10 Mm 855 Aggregates 25 Mm To 10 Mm 856 Aggregates 19 Mm To 6 Mm 857 Aggregates 37.5 Mm To 19 Mm 858 Aggregates 37.5 Mm To 25 Mm 859 Aggregates 6 Mm Nominal Size 860 Aggregates 10 Mm Nominal Size 861 Aggregates 13.2 / 12.5 Mm Nominal Size 862 Aggregates 20 Mm Nominal Size 863 Aggregates 25 Mm Nominal Size 864 Aggregates 40 Mm Nominal Size 865 Binding Wire 866 Bitumen ( Cationic Emulsion ) 867 Bitumen Vg-30 ( Bulk ( 60-70 Grade ) ) 868 Bitumen Vg -10 ( Bulk ( 80-100 Grade ) ) 869 Bitumen ( Cutback ) 870 Bitumen ( Emulsion ) 871 Bitumen ( Modified Graded ) ( Bulk Cr-60 ) 872 Geo Grids 873 Geomembrane 874 Geonets 875 Geotextile 876 Geotextile Filter Fabric 877 Ldo 878 Pavement Marking Paint 879 Rcc Pipes 200 Mm Dia, 2.5 M Long For Drainage 880 Quarry Spall 881 Road Barricade Perforated Fench ( 2000 X 1000 X 40 Mm ) 882 Road Barricade Sand Fillable Only 1 Mtr. [ 1000 ( L ) X 350 ( W ) X 760 ( H ) Mm ] 883 Polypropylene Multifilament Woven Geotextile Fabric For Filter Layer ( Approved Opening Size 0.075Mm & Water Permeability 9.00 Litres / Sqm / Second ) 884 Polythene Bags 885 Trap Stones Weighing Upto 20 Kilogram 886 Trap Stones Weighing From 20 To 50 Kilogram 887 Trap Stones Weighing From 50 To 100 Kilogram 888 Trap Stones Weighing From 100 To 200 Kilogram 889 Trap Stones Weighing From 200 To 300 Kilogram 890 Trap Stones Weighing From 300 To 500 Kilogram 891 Trap Stones Weighing From 500 To 1000 Kilogram 892 Trap Stones Weighing From 1000 Kilogram And Above 893 Laterite Stones Rubbles Upto 20Kilogram 894 Laterite Stones Rubbles From 20 To 50 Kilogram 895 Laterite Stones Rubbles From 50 To 100 Kilogram 896 Gabions Boxes Of Mechanically Woven Hexagonal Shaped Wire Mesh Of Type, 10 Cm X 12 Cm. Edges Mechanically Selvedged ( Zinc+ Pvc ) Coated G.I. Wires As Per Bs: 443, Mesh Wire Dia. 3.00 Mm, Edge Wire 3.70 Mm Size 897 A ) Gabion Size - 1.00 X 1.00 X 1.00 M 898 B ) Gabion Size - 1.50 X 1.00 X 1.00 M 899 C ) Gabion Size - 2.00 X 1.00 X 1.00 M 900 D ) Gabion Size - 3.00 X 1.00 X 1.00 M 901 E ) Gabion Size - 4.00 X 1.00 X 1.00 M 902 Flexible Gabions Of Polypropylene Material Of 10 Mm Ø Four Strand Mesh Size Of 150Mm X 150 Mm Size 903 A ) Gabion Size - 1.00 X 1.00 X 1.00 M 904 B ) Gabion Size - 1.50 X 1.00 X 1.00 M 905 C ) Gabion Size - 2.00 X 1.00 X 1.00 M 906 D ) Gabion Size - 3.00 X 1.00 X 1.00 M 907 Used Tyre Fender 908 Geotextile Bags Of Sizes 909 A ) Geotextile Bags Size - 1.00 X 0.70 M 910 B ) Geotextile Bags Size - 2.00 X 1.50 M 911 Geotextile Tube Of 20 Metre Long & 912 A ) Geotextile Tube Diameter - 3.00 M 913 B ) Geotextile Tube Diameter - 1.50 M 914 Black Smith With Tools - Ii Class 915 Stone Cutter With Tools - Semi Skilled 916 Mason I Class Skilled 917 Mason Ii Class Skilled 918 Carpenter I Class Skilled 919 Carpenter Ii Class Skilled 920 Plumber With Tools - Skilled 921 Glazier With Tools - Skilled 922 Tin Smith With Tools - Semi Skilled 923 Painter I Class Skilled 924 Painter Ii Class Skilled 925 Head Fitter With Tools - Skilled 926 Mechanic 927 Lorry Driver / Mixer Operator 928 Welder / Driller - Skilled 929 Polishman - Semi Skilled 930 Assistant Plumber - Skilled 931 Maistry Skilled / Supervisor / Mate 932 Vibrator Operator - Skilled 933 Skilled Labour 934 Boreman Skilled 935 Asphalt Sprayer Skilled 936 Minor Or Blaster Semi Skilled 937 Quarry Man - Semi Skilled 938 Painter / White Washer - Semi Skilled 939 Labour For Excavation In Hard Rock ( Un Blast ) 940 Tile Turner Semi Skilled 941 Mazdoor - For Polishing 942 Bar Bender Skilled 943 Bhisti ( Mixing / Curing ) - Semi Skilled 944 Mukadam - Semi Skilled 945 Tar Handler - Semi Skilled 946 Helper Un Skilled 947 Tree Cutter - Semi Skilled 948 Navaghani 949 Mazdoor - Unskilled Heavy Male 950 Mazdoor - Unskilled Heavy Female 951 Below Boy 952 Fitter With Tools I Class Skilled 953 Fitter With Tools Ii Class Skilled 954 Gun Man For Guniting 955 Laboratory Assistant 956 Labour For Tile Turning 957 Excavator - Unskilled Heavy 958 Breaker - Semi Skilled 959 Hole Driller Semi Skilled 960 Chiseler Semi Skilled 961 Foreman Skilled 962 Bandhani Semi Skilled 963 Emgraver For Lettering Skilled 964 Frabi - Weld - Drilling 965 Khalashi / Diers 966 Jack Hammer Operator 967 Electrician 968 Welder Skilled 969 Labour For Traffic Regulation 970 Watchman 971 Compressor Operator / Driver 972 Supervisor / Mate 973 Blacksmith ( 1St Class ) Welder / Plumber / Electrician. 974 Blaster ( Stone Cutter ) 975 Mali 976 Mazdoor / Dresser ( Semi Skilled ) 977 Mazdoor / Dresser Sinker B116 Skilled 978 Medical Officer 979 Operator ( Grouting ) 980 Para Medical Personnel 981 Mazdoor Unskilled Female ( Light ) 982 Painting Lettering Number 983 Junior Engineer 984 Surveyor 985 Autocad Operator 986 Attendent 987 Computer Typist 988 Tracer 989 Total Station Operator 990 Senior Engineer 991 Assistant 992 Operator / Fitter 993 Mazdoor Unskilled Light Male 994 Computer Operator 995 Survey Helper 996 Technician 997 Skilled Assistants-On The Site 998 Supervisor 999 Valuation Expert 1000 Office Support Staff 1001 Co-Ordinator 1002 Senior Surveyor 1003 Revenue Expert 1004 Welder
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
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38.
Rural Development #10307671 Price Bid
Providing & Laying Pipeline & Solar Pane; @ Chedechandgaon Procuring materials for doing the said work. - Item No. 1 Excavation for foundation/pipe trenches in earth, soil of all types, sand, gravel and soft murum including removing the excavated material with all lead and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding back filling etc. complete. 2 Item No. 2Excavation for foundation/pipe trenches in hard murum including removing the excavated material with all lead and lifts, stacking and spreading as directed, normal dewatering,preparing the bed for foundation and excluding back filling etc. complete. 3 Item No 3 Excavation for foundation/pipe trenches in soft rock and old cement and lime masonry foundation, asphalt road including removing the excavated material with all lead and lifts, stacking and spreading as directed by engineer in charge, normal dewatering,preparing the bed for foundation and excluding back filling etc. complete. 4 Item No. 4 Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete. 5 Item No. 5 Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 /14151 / 12786 /13488 (Latest version) with nesessary jointing material like mechanical connector i. e.thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including ransportation and freight charges, inspection charges, loading / unloading charges, conveyance to the epartmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete. PE-100 90 mm 6 Kg/ Cm 2 6 Item No. 6 Lowering, Laying and Jointing H. D. P. E./M. D.P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II PE-10090 mm 6Kg/ Cm 2 7 Item No. 7Hydraulic testing of H. D. P. E./ M. D. P. E. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position.. 90mm 6Kg/ Cm 2 8 Item No. 8 Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete. 9 Item No. 9 Providing and supplying double flange sluice valves confirming for IS 2906/14846 including warn gear arrangement as per test pressure stainless steel spindle caps including all taxes transportation upto department store unloading stacking excluding GST levied by GOT & GOM in all respect etc complete.Sluice Valve 80 mm dia. 10 SluiceValve 100 mm dia 11 Item No.10 Lowering, laying, jointing in positionfollowing CIDF Reflux, butterfly valves and sluice valves including cost of all labors jointing material including nutbolts and giving satisfactory hydraulic testing etc complete Sluice & Non Return Valve 80 mm dia 12 Sluice & Non Return Valve 100 mm dia 13 Item No.12 Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in C.M. 1:5 Proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge.As Above 90 x 60 cm internal size and depth upto 1.2 m 14 Item No.13 Providing erecting and giving test of 150mm dia submersible pumpset conferming to I.S. 8034 and motar conferming to I.S. 9283 pump shall be sutaible for various delivery head and discharge with stainless steel pump shaft and bronze impeller. 2 set 15 Item No.14 Lprovding Stand Alone Solar Panel with USPS system for Pumping Machinery 7.5 HP 16 a) PVC Submersible cable 3 core 6mm 2 17 Providing and fixing M. S. Chequerred plate flooring of following thickness supported on M.S. Angles (25 x 25x 5M) 18 Providing and fixing G.I. Pipe railing having 1.0 M height consisting 50 x 50x 6 mm thick M.s Angles as verticals 19 Providing structural steel work inj single stanchions composed of RSJ channel etc. With caps, bases mild steel plates
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
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39.
Public Administrative Department #10301106 Price Bid
Tender For Hire Of Highways/Dumpers And Machinery For Daily Work For Transportation Of Asphalt Mix Goods At Yerawada Hot Mix Plant (Part-3)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 6
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40.
Rural Development #10299714 Price Bid
1.Providing Supplying And Erecting Various Material Machinery And Labour Services As Mentioned In Boq For Improvement Of Khadewadi Crematorium At Gpahireh(Jansuvidha Vishesh Anudan) 2 40/60 mm metal 3 53grade cement 4 20mm metal 5 crush sand 6 Hard mrum 7 Soft mrum 8 PCC M-10 9 concrete M-20 10 bricks 11 Plain Zinc Sheet 12 Plain Zinc Sheet 0.50 mm thick 13 TMT Steel 500 bar 14 MS Steel 15 Mild Steel 16 Water proof compound I.S 17 Neeru / Sanala 18 White Putty (Cement) 19 Natural Sand - Screened (for plaster work only) 20 Texture Material 21 Cement paint 22 White Cement 23 Neeru / Sanala 24 White Putty (Cement) 25 Texture Material 26 Marble mosaic chequered tiles (gray) 27 Tandoor Polished 25mm thick (Machine cut) 28 Tandoor Polished 25mm thick (Hand Cut) 29 Tandoor Polished for steps25mm thisk 30 French Polish 31 Varnish 32 Malemaine Polish 33 Neel 34 Oil bound distemper 35 Red powder / Geru 36 Saras 37 Dry distemper 38 Chunam / White lime Powder 39 paint Luster Paint 40 Roller Brush 41 Royale Luxury Emulsion Paint 42 A.C.Corrugated sheet 6mm thick 43 A.C.Sheet ridge 44 A.C.Sheet plain 4mm thick 45 Nails iron all size 46 Mangalore tiles class AA 47 Mangalore Ridge / Hip tiles 48 Mangalore Glass tiles 49 Mangalore Pattern cowl Ventilator 50 Gypsum powder 51 Aluminium Alloy plate 2mm thick 52 Aluminium sheeting fixed with encapsuled lens type reflective sheeting including 2% towards lettering , cost of angle iron, cost of drilling holes , nuts, bolts etc. and signs as applicable. 53 Plaster Of Paris 54 Decorative Board of Fibrous Plaster of Paris 12 to 15 mm 55 Gypsum Board 12.5 mm thick 56 UPVC 3 layer trapezoidal 2.00 mm sheet 57 Light weight calcium silicate tile of size 595 x 595 mm of texture spin stone / cosmos / plain / Glode fine fissured. 58 Bioguard Board 16 mm 59 Ultima tile 60 Optra tile 61 Wooden Screws with plastic rawl plugs 35mmx8mm 62 Light weight calcium silicate tiles of size 595x595mm of texture Spintone for Tegular edge ceiling 63 Plain Zinc Sheet 64 Hanger wire (2.68 mm dia), 1.82 m long 65 Dune edge tiles 66 Wire glass 67 Fire wood 68 Precoated Galvanised Steel Plain Sheet 69 Connecting clip for supports 70 Dry wall screws 25 mm 71 Jointing Compound 72 Jointing Tape 73 Screws 1 12 74 Screws 1/2 75 Rawal Plug 76 Plain Zinc Sheet 0.50 mm thick 77 Exterior Primer 78 Tanker for water 79 JCB 80 Crane 81 Road Roller 82 Concrete mixer 83 Breaker 84 dumper 85 Tractor 86 Tractor Breaker 87 Inforamtion Board 88 Tractor Breaker 89 Bricks II Class 90 Ceramic tiles 30*30cm 91 Ceramic Antiskid Flooring Tiles 30 x 30 cm 92 Ceramic Tiles for dado 30 cm x 30 cm 93 Ceramic Tiles for dado 30 x 45 cm 94 Ghana teak wood 95 Teak Wood planks above 2.5 m length 96 Teak wood bidding 1/2 * 1/2 97 Green marble 98 Solid Core commercial shutter 30mm thick phenol bonded with face veneer 3 mm thick both side 99 Vitrified tiles Glossy Size 590 to 605 mm* 590 to 605 mm*8 to 10mm 100 paint Luster Paint 101 Abstrone Butadyne Styrine (ABS) Door Shutter including Transportation 102 Ceramic Antiskid Flooring Tiles 30 x 30 cm 103 Ceramic Tiles for dado 30 cm x 30 cm 104 Ceramic Tiles for dado 30 x 45 cm 105 Ceramic Tiles for dado 30 x 45 cm 106 Stainless Steel Plate 107 PVC factory made solid panel door shutter with stainless steel fixutres & fastening 108 Labour Services Skilled Labour 109 Labour Services UnSkilled Labour 110 Black Smith With Tools - II Class 111 Stone Cutter With Tools - Semi Skilled 112 Mason I Class Skilled 113 Mason II Class Skilled 114 Mechanic 115 Lorry Driver / Mixer Operator 116 Welder / Driller - Skilled 117 Maistry Skilled / Supervisor / Mate 118 Vibrator Operator - Skilled 119 Skilled Labour 120 Boreman Skilled 121 Asphalt Sprayer Skilled 122 Minor or Blaster Semi Skilled 123 Quarry Man - Semi Skilled 124 Labour for Excavation in Hard Rock (Un Blast) 125 Bhisti (Mixing / Curing) - Semi Skilled 126 Mukadam - Semi Skilled 127 Tar Handler - Semi Skilled 128 Helper Un Skilled 129 Mazdoor - Unskilled Heavy Male 130 Mazdoor - Unskilled Heavy Female 131 Below Boy 132 Laboratory Assistant 133 Labour for Tile Turning 134 Excavator - Unskilled Heavy 135 Breaker - Semi Skilled 136 Chiseler Semi Skilled 137 Foreman Skilled 138 Jack Hammer Operator 139 Labour for Traffic Regulation 140 Watchman 141 Compressor Operator / Driver 142 Supervisor / Mate 143 Mali 144 Medical Officer 145 Operator (grouting) 146 Junior Engineer 147 Surveyor 148 Autocad Operator 149 Attendent 150 Computer Typist 151 Tracer 152 Total Station Operator 153 Senior Engineer 154 Assistant 155 Operator / Fitter 156 Mazdoor Unskilled Light Male 157 Computer Operator 158 Survey Helper 159 Technician 160 Skilled Assistants-on the site 161 Supervisor 162 Valuation expert 163 Office support Staff 164 Co-ordinator 165 Senior Surveyor 166 Revenue expert
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
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41.
Rural Development #10294660 Price Bid
Water Supply Work At Village Karla Tq. Ausa 15Th F.C. - Water Supply Work at Village Karla Tq. Ausa (i) Pipeline for Rising Main / Distribution Item No.1 Excavation for foundation / pipe trenches in earth, soils ofalltypes, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 meters and lifts as below, etc.comp. 2 Item No.2 Excavation for foundation / pipe trenches in hard murum and boulders including removing the excavated material upto a distance of 50m and lift 1.50m as directed etc. comp. 3 Item No.3 Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto distance of 50 M beyond the area and lifts as below, stacking as directed b Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259) 4 Item No.4 Providing and supplying in standard lengths ISI Mark rigid unplasticised PVC pieps suitable for potable water with solvent cement joints including cost of couplers, including all local central taxes, transportation fright charges including cost of jointing material etc. comp75mm dia pipe 4kg/sqm 5 Item No.5Lowering, laying and jointing with PVC pipe and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, giving satisfactory hydraulic testing etc. 75mm dia pipe 4kg/sqm 6 Item No.6 Providing double flange sluice valve confirming for IS 14846 including worn gear arrangements as per test pressure, stainless steelspindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI GOM in all respect etc.complete. 65mm sluice valve 7 Item No.7 Providing and fixing C.I. road box indluding all necessary Ex. in all type of strata and fixing etc.comp. 100mmx225mm(20kg) 8 Item No.8 Lowering, laying and jointing in position following C.I. D/F reflux valves, Butterfly valves and sluice valves with cost of all labour jointing material including testing etc. 65mm sluice valve 9 Item No.9 Refilling the trenches with available excavated stuff with softmaterial first over pipeline and then hard material 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete. 10 (ii) RCC Work Tank Item No.1 Excavation for foundation / pipe trenches in earth, soils of the excavated material upto a distance of 50 meters and all types sand, gravel and soft murum including removing ne helow, stacking and spreading as directed, normall dowatering, preapring the bed for foundation and lexcluding back filling etc, comp. Lift 0 to 1.5m 11 Item No.2 Providing and laying in situ 1:3:6 (M -100 grade of c.c of trap granite / quartzte / gneise metal for foundation and bodding including dewaterring from work, compating and curing finshing etc. complete with intial lift of 1.5 m. below / above ground level etc. comp. 12 Item No.3Providing uncoursed rubble masonry of trap / granite quartzite / gneiss stones in cement mortar 1:6 in foundation and plinth of inner walls / in plinth of external walls including bailing out water manually, striking joints on un exposed faces and watering etc.comp 13 Item No.4 Providing and Supplying 3000 RCC storage tank with outlet and inlet topo cover etc. comp- 1200 mm Dia RCC a Pipe. 14 Item No.5 Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc complete as per IS-1239/2004. 15 Item No.6 Lowering, laying and jointing G. I. pipes and specials of following class and diameter includingconveyance from stores to site of works, all labour, etc. complete either underground or in vertical position, as directed by Engineer-in-charge 16 Item No.7 Providing and constructing two taps standpost as pe ype design with excavation 15 cm thick PCC 1:3. bedding 20 mm thick PCC 1:2:4 concrete for platform O 1.75 M dia. with side curb and bucket rest, 80 mm dia heavy duty GI pipe central post duly filled therein with C.C. 1:2:4, 5 M lona, 20 mm dia. medium G.I. pipe from point of tapping to standpost, additional 20 mm dia G.I. pipe fixed vertically upto 15 mm dia self closing water taps, one brass ferrule, etc.complete together with all labour and material charges as per drawing and as directed by Engineer-in-chargewhen good foundation is available. Rate includes draining arrangement by jexcavating open gutters. 17 Item No.8 Loading Unloading And Fixing RCC Tank L.S. 18 (C) Water Supply Work at Village Karla Tq. Ausa PART II- ADD 18% GST
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
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42.
Rural Development #10261971 Price Bid
Tender For Jal Jeevan Mission 15 Th Finance Commission Zilla Parishad Latur At Shivaji Nagar Tanda ( Borol ) Tq Deoni Dist Latur ) - 1 Item No. 1:-Excavation For Foundation / Pipe Trenches In Earth, Soils Of All Types, Sand, Gravel And Soft Murum, Including Removing The Excavated Material Upto A Distance Of 50 Meters And Lifts As Below, Stacking And Spreading As Directed, Normal Dewatering, Preapring The Bed For Foundation And Excluding Back Filling Etc.Comp.Lift 0 To 1.5 M. ( Mjp Dsr 2021-22, Sr. No. P.No.42 ) 2 Item No. 2:Excavation For Foundation / Pipe Trenches In Hard Murum And Boulders, W.B.M. Road Including Removing The Excavated Material Upto A Distance Of 50 M Beyond The Area And Lifts As Below, Stacking And Spreading As Directed By Engineer-In-Charge, Normal Dewatering, Preparing The Bed For Foundation And Excluding Backfilling, Etc. Complete. Lift 0 To 1.5 M. ( Mjp Dsr 2021-22, Sr. No.3, P.No.42 ) 3 Item No. 3:Excavation For Foundation / Pipe Trenches In Sort Rock And Old Cement And Lime Masonary Foundation Asphalt Road Including Removing The Excavated Material Upto A Distance Of 50 Meters And Lifts As Below, Stacking And Spreading As Directed, Normal Dewatering, Preapring The Bed Etc. Complete. Lift 0 To 1.5M. ( Mjp Dsr 2021-22, Sr. No.5 P.No.42 ) 4 Item No. 4:Excavation For Foundation / Pipe Trenches In Hard Rock And Concrete Road By Chiselling Wedging Line Drilling By Mechanical Meansor By Any Means Other Than Blasting Including Trimming And Levelling The Bed Removing The Excavated Material Upto A Distance Of 50 Metres. Beyond The Area And Lifts As Below, Stacking As Directed By Engineer In Charge, Normal Dewatering, Excluding Backfilling Etc. Complete By All Means. ( Bd -A-6 / 259 ) , 5 Item No. 5:Providing And Supplying In Standard Lengths Isi Mark Rigid Unplasticised Pvc Pipes Suitable For Potable Water With Solvent Cement, Joints Including Cost Of Couplers, As Per Is Specification No. 4985 / 1988 Excluding Gst Levied By Goi And Gom In All Respect, Including Transportation, Freight Charges, Inspection Charges, Loading, Unloading, Conveyance To The Departmental Stores And Stacking The Same In Closed Shed Duly Protected From Sun Rays And Rains Including Cost Of Jointing Material I.E. Solvent Cement, Etc. Complete ( Selffit Type To Be Jointed With Cement Solvent ) . Working Pressure 4 Kg / Sq.Cm 1 ) 90 Mm Dia 6 2 ) 75 Mm Dia 7 Item No. 6:Lowering, Laying And Jointing With Pvc Pipe And Specials Of Following Class And Diameter Including Cost Of Conveyance From Stores To Site Of Works Including Cost Of All Labour, Material, Except Cement Solvent, Rubber Ring, Giving Satisfactory Hydraulic Testing As Per Is Code, Etc. Complete ( With Cement Solvent Joint / Ring Fit Joint ) Working Pressure 4 Kg / Sq.Cm1 ) 90 Mm Dia 8 2 ) 75 Mm Dia 9 Item No 7:Providing Double Flange Sluice Valve Confirming For Is14846 Including Worn Gear Arrangements As Per Test Pressure, Stainless Steel Spindle, Caps, Including Inspection Charges, Transportation Upto Departmental Store, Unloading, Stacking Excluding Gst Levied By Goi & Gom In All Respect Etc. Complete. ( Mjp Dsr 2021-22, Sr. No.2A P.No.132 ) 80 Mm Dia 10 65 Mm Dia 11 Item No. 8:Lowering, Laying And Jointing In Position Following C.I. D / F Reflux Valves, Butterfly Valves And Sluice Valves Including Cost Of All Labour Jointing Material Including Nut Bolts And Giving Satisfactory Hydraulic Testing Etc. Complete. ( Rate For All Class Of Valves ) ( Mjp Dsr 2021-22, Sr. No.4A, P.No.135 ) 80 Mm Dia 12 65 Mm Dia 13 Item No. 9:Providing And Laying In Situ Cement Concrete M-15 Of Trap / Granite / Quartzite / Gneiss Metal For Foundation And Bedding Including Bailing Out Water, Compaction, Curing, Etc. Complete ( Cement 5.90 Bags / Cum ) B ) In Pcc M- 150 ( Mjp Csr 2021-22, Sr. No. 1 B, P.No.49 ) 14 Item No. 10:Providing And Fixing C.I. Road Box Including Loading, Unloading And Carting To Site Of Work Including All Necessary Excavation In All Type Of Strata And Fixing In Murum Packing Etc. Complete. ( Mjp Dsr 2021-22, Sr. No.5 B P.No.223 ) 225 Mm X 300 Mm ( 400 Kg ) 15 Item No.11:Providin And Making Mdpe Pipe Consumer Service Connection On Pvc Pipes Special Including Cost Of Jointing Material And Labour Charges Etc. Comp. ( Mjp Dsr 2021-22, Sr. No.17 B, P.No.65 ) A ) Mdpe / Upvc Pipes ( Without Road Crossing ) 16 B ) Mdpe / Upvc Pipes ( With Road Crossing ) 17 Item No. 12 :Refilling The Trenches With Available Excavated Stuff With Soft Material First Over Pipeline And Then Hard Material In 15 Cm Layers With All Leads And Lifts Including Consolidation, Surcharging, Etc. Complete. ( M.J.P. Csr 2021-22 I.No.15 P.No.45 ) 18 Add G.S.T. 12 %
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
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43.
Rural Development #10238335 Price Bid
Providing Materiles For Repair And Estention Of Distribution System To Pwss At Umari ( P ) Tq Arni Dist Yavatmal Providing Materiles For Repair And Estention Of Distribution System To Pwss At Umari ( P ) Tq Arni Dist Yavatmal , Sub Work No.4 - Distribution System Providing And Supplying In Standard Lengths Isi Mark Rigid Unplasticised Pvc Pipes Suitable For Potable Water With Solvent Cement Joints Including Cost Of Couplars As Per Is Specification No. 4985 / 1988 Including Taxes Such As Gst Levied By Goi And Gom In All Respect Transportation, Freight Charges, Inspection Charges, Loading, Unloading, Conveyance To The Department Store / Site And Stacking The Same In Closerd Shed Duly Protected From Sun Rays And Rains Including Cost Of Jointing Material I.E. Solvent Cement Etc Complete. ( Selffit Type To Be Jointed With Cement Solvent ) Working Pressure 90 Mm Dia 4 Kg / Sqcm , Providing And Supplying In Standard Lengths Isi Mark Rigid Unplasticised Pvc Pipes Suitable For Potable Water With Solvent Cement Joints Including Cost Of Couplars As Per Is Specification No. 4985 / 1988 Including Taxes Such As Gst Levied By Goi And Gom In All Respect Transportation, Freight Charges, Inspection Charges, Loading, Unloading, Conveyance To The Department Store / Site And Stacking The Same In Closerd Shed Duly Protected From Sun Rays And Rains Including Cost Of Jointing Material I.E. Solvent Cement Etc Complete. ( Selffit Type To Be Jointed With Cement Solvent ) Working Pressure B ) 75 Mm Dia 4 Kg / Sqcm , Providing Isi Mark Gi Pipe Of Following Class And Diameter Including All Isatutory Duties And Taxes Suc As Levied By Goi And Gom In All Respect Insection Charges, Transportation To Stores, Etc Complete As Per Is 1229 / 2004A ) 80 Mm Dia Medium Class , Providing Isi Mark Gi Pipe Of Following Class And Diameter Including All Isatutory Duties And Taxes Suc As Levied By Goi And Gom In All Respect Insection Charges, Transportation To Stores, Etc Complete As Per Is 1229 / 2004B ) 65 Mm Dia Medium Class , Providing, Laying And Fixing Pvc And Gi Specials Of Appropriate Class And Diameter Such As Tee, Bend, Couplar And Other Necessary Accessories Etc Complete. ( Note- Payment Will Be Made As Per Company Price List Or Bill Submitted Whichever Is Less ) , Lowering, Laying And Jointing Pvc Pipes And Specials Of The Following Class And Diameter Including Cost Of Conveying From Store To Site Of Works Including Cost Of All Labours Materials Except Cement Solvent, Rubber Ring ( Wiyh Cement Solvent Joint / Ring Fit Joint ) Working Pressure 4 Kg / Sq.Cm. A ) 90 Mm Dia 4Kg / Sqcm , Lowering, Laying And Jointing Pvc Pipes And Specials Of The Following Class And Diameter Including Cost Of Conveying From Store To Site Of Works Including Cost Of All Labours Materials Except Cement Solvent, Rubber Ring ( Wiyh Cement Solvent Joint / Ring Fit Joint ) Working Pressure 4 Kg / Sq.Cm. B ) 75 Mm Dia 4Kg / Sqcm , Lowering, Laying And Jointing Gl Pipes And Specials Of The Following Class And Diameter Including Cost Of Conveying From Store To Site Of Works Including Cost Of All Labours Etc Complete Either Underground Or In Vertical Position, As Directed By Engineer In Charge A ) 80 Mm Dia , Lowering, Laying And Jointing Gl Pipes And Specials Of The Following Class And Diameter Including Cost Of Conveying From Store To Site Of Works Including Cost Of All Labours Etc Complete Either Underground Or In Vertical Position, As Directed By Engineer In Charge B ) 65 Mm Dia , Excavation For Foundation / Pipe Trenches In Earth Soils Of All Types Sand, Gravel And Soft Murum Including Removing The Excavated Material Upto A Distance Of 50 Metres And Lift As Below, Stacking And Spreading As Directed Normal Dewatering, Preparing Bed For Foundation And Excluding Back Filling Etc Complete. , Excavation For Foundation / Pipe Trenches In Hard Murum, Including Removing The Excavated Material Upto A Distance Of 50 Metres And Lift As Below, Stacking And Spreading As Directed Normal Dewatering, Preparing Bed For Foundation And Excluding Back Filling Etc Complete. , Excavation For Foundation / Pipe Trenches In Hard Murum And W.B.M. Road, Including Removing The Excavated Material Upto A Distance Of 50 Metres And Lift As Below, Stacking And Spreading As Directed Normal Dewatering, Preparing Bed For Foundation And Excluding Back Filling Etc Complete. , Excavation For Foundation / Pipe Trenches In Soft Rock And Old Cement And Lime Masonary Foundation Asphalt Road Including Removing The Excavated Material Upto A Distance Of 50 Metres And Lift As Below, Stacking And Spreading As Directed Normal Dewatering, Preparing Bed For Foundation And Excluding Back Filling Etc Complete. , Excavation For Foundation / Pipe Trenches In Hard Rock By Controlled Blasting, Including Trimming And Levelling The Bed By Chiselling Where Necessary And Removing The Excavated Material And Stacking It In Measurable Heaps Within A Distance Of 50 Metres From The Area And Lifts As Below, Normal Dewatering, Excluding Backfilling Etc Complete. , Refilling The Trenches With Available Excavated Stuff With Soft Material First Over Pipeline And Then Hard Material In 15 Cm Layers With All Leads And Lifts Including Consolidation, Surcharging, Etc Complete. , Providing And Supplying, Lowering, Laying & Jointing Isi Mark Sluice Valves P.N.1 Of Following Dia Confirming For Is-2906 / 14846 Including Worn Gear Arrangements As Test Pressure Stainless Steel Spindle, Caps Including All Statutory Duties And Taxes Such As Gst Klevied By Goi And Gom In All Respect Transportation Etc Complete.A ) 65 Mm-Sluice Valve Pn1 , Providing And Supplying, Lowering, Laying & Jointing Isi Mark Sluice Valves P.N.1 Of Following Dia Confirming For Is-2906 / 14846 Including Worn Gear Arrangements As Test Pressure Stainless Steel Spindle, Caps Including All Statutory Duties And Taxes Such As Gst Klevied By Goi And Gom In All Respect Transportation Etc Complete.B ) 80 Mm -Sluice Valve Pn1 , Providing And Laying In Situ Following Grades Of Cc Of Trap / Granite / Gneiss Metal For Foundation And Bedding Including Dewatering, Formwork, Compactingand Curing Finishing Etc Complete.Pcc 1;2;4 , Providing And Fixing C.I. Road Box Including Loading Unloading Carting To Site Of Work Including All Necessary Excavation In All Type Of Strat And Fixing In Murum Packing Etc Complete.100 X225 Mm ( 20Kg )
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
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44.
Rural Development #10237949 Price Bid
Providing Materiles For Tap Connection For Pwss At Dhanoda Tq Mahagaon Dist Yavatmal Providing Materiles For Tap Connection For Pwss At Dhanoda Tq Mahagaon Dist Yavatmal , Providing And Supplying In Standard Lengths Isi Mark Rigid Unplasticised Pvc Pipes Suitable For Potable Water With Solvent Cement Joints Including Cost Of Couplars As Per Is Specification No. 4985 / 1988 Including Taxes Such As Gst Levied By Goi And Gom In All Respect Transportation, Freight Charges, Inspection Charges, Loading, Unloading, Conveyance To The Department Store / Site And Stacking The Same In Closerd Shed Duly Protected From Sun Rays And Rains Including Cost Of Jointing Material I.E. Solvent Cement Etc Complete. ( Selffit Type To Be Jointed With Cement Solvent ) Working Pressure 90 Mm Dia 4 Kg / Sqcm , Providing And Supplying In Standard Lengths Isi Mark Rigid Unplasticised Pvc Pipes Suitable For Potable Water With Solvent Cement Joints Including Cost Of Couplars As Per Is Specification No. 4985 / 1988 Including Taxes Such As Gst Levied By Goi And Gom In All Respect Transportation, Freight Charges, Inspection Charges, Loading, Unloading, Conveyance To The Department Store / Site And Stacking The Same In Closerd Shed Duly Protected From Sun Rays And Rains Including Cost Of Jointing Material I.E. Solvent Cement Etc Complete. ( Selffit Type To Be Jointed With Cement Solvent ) Working Pressure B ) 75 Mm Dia 4 Kg / Sqcm , Providing, Supplying, Lowering And Laying Isi Mark Cidf Sluice Valve P.N.-1 Confirming To Is 780 / 1984 Tested To 200 M Head Of Water Including All Taxes ( Central And Local ) Railway Freight, Unloading From Railway Wagon, Loading In To A Truck, Transportation Up To Departmental Store, Unloading, Stacking Etc. Complete. , 15Mm Dia Service Connection For Distribution Network Pvc Mediumn Class Connection B ) Household Connection Without Water Meter ( With Integrated Saddle & Compression Specials ) For Hdpe / Pvc Pipe ( Without Road Crossing ) For 15 Mm Service Connection , Providing, Laying And Fixing Pvc And Gi Specials Of Appropriate Class And Diameter Such As Tee, Bend, Couplar And Other Necessary Accessories Etc Complete. ( Note- Payment Will Be Made As Per Company Price List Or Bill Submitted Whichever Is Less ) , Lowering, Laying And Jointing Pvc Pipes And Specials Of The Following Class And Diameter Including Cost Of Conveying From Store To Site Of Works Including Cost Of All Labours Materials Except Cement Solvent, Rubber Ring ( Wiyh Cement Solvent Joint / Ring Fit Joint ) Working Pressure 4 Kg / Sq.Cm. A ) 90 Mm Dia 4Kg / Sqcm , Lowering, Laying And Jointing Pvc Pipes And Specials Of The Following Class And Diameter Including Cost Of Conveying From Store To Site Of Works Including Cost Of All Labours Materials Except Cement Solvent, Rubber Ring ( Wiyh Cement Solvent Joint / Ring Fit Joint ) Working Pressure 4 Kg / Sq.Cm. B ) 75 Mm Dia 4Kg / Sqcm , Providing And Casting In-Situ Cement Concrete M-15 Of Trap / Granite / Quartzite / Gneiss Metal For Coping To Plinth Or Parapet Moulded Or Chamfered As Per Drawing Or As Directed Including Centering, Formwork, Compacting, Finishing With Minimum Thickness Of 1:3 Cement Plaster To Given A Smooth And Even Surface Of Roughening Then Of Special Finish Is To Be Provided Finishing If Required And Curing Etc. Complete. , Excavation For Foundation / Pipe Trenches In Earth Soils Of All Types Sand, Gravel And Soft Murum Including Removing The Excavated Material Upto A Distance Of 50 Metres And Lift As Below, Stacking And Spreading As Directed Normal Dewatering, Preparing Bed For Foundation And Excluding Back Filling Etc Complete. , Excavation For Foundation / Pipe Trenches In Hard Murum And W.B.M. Road, Including Removing The Excavated Material Upto A Distance Of 50 Metres And Lift As Below, Stacking And Spreading As Directed Normal Dewatering, Preparing Bed For Foundation And Excluding Back Filling Etc Complete. , Excavation For Foundation / Pipe Trenches In Soft Rock And Old Cement And Lime Masonary Foundation Asphalt Road Including Removing The Excavated Material Upto A Distance Of 50 Metres And Lift As Below, Stacking And Spreading As Directed Normal Dewatering, Preparing Bed For Foundation And Excluding Back Filling Etc Complete. , Refilling The Trenches With Available Excavated Stuff With Soft Material First Over Pipeline And Then Hard Material In 15 Cm Layers With All Leads And Lifts Including Consolidation, Surcharging, Etc Complete.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
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45.
Rural Development #10215173 Price Bid
Providing Materiles For Retrofitting Of Pwss At Umari ( P ) Tq Arni Dist Yavatmal Providing Materiles For Retrofitting Of Pwss At Umari ( P ) Tq Arni Dist Yavatmal , Providing And Supplying In Standard Lengths Isi Mark Rigid Unplasticised Pvc Pipes Suitable For Potable Water With Solvent Cement Joints Including Cost Of Couplars As Per Is Specification No. 4985 / 1988 Including Taxes Such As Gst Levied By Goi And Gom In All Respect Transportation, Freight Charges, Inspection Charges, Loading, Unloading, Conveyance To The Department Store / Site And Stacking The Same In Closerd Shed Duly Protected From Sun Rays And Rains Including Cost Of Jointing Material I.E. Solvent Cement Etc Complete. ( Selffit Type To Be Jointed With Cement Solvent ) Working Pressure 90 Mm Dia 4 Kg / Sqcm , Providing And Supplying In Standard Lengths Isi Mark Rigid Unplasticised Pvc Pipes Suitable For Potable Water With Solvent Cement Joints Including Cost Of Couplars As Per Is Specification No. 4985 / 1988 Including Taxes Such As Gst Levied By Goi And Gom In All Respect Transportation, Freight Charges, Inspection Charges, Loading, Unloading, Conveyance To The Department Store / Site And Stacking The Same In Closerd Shed Duly Protected From Sun Rays And Rains Including Cost Of Jointing Material I.E. Solvent Cement Etc Complete. ( Selffit Type To Be Jointed With Cement Solvent ) Working Pressure B ) 75 Mm Dia 4 Kg / Sqcm , Providing Isi Mark Gi Pipe Of Following Class And Diameter Including All Isatutory Duties And Taxes Suc As Levied By Goi And Gom In All Respect Insection Charges, Transportation To Stores, Etc Complete As Per Is 1229 / 2004 A ) 80 Mm Dia Medium Class , Providing Isi Mark Gi Pipe Of Following Class And Diameter Including All Isatutory Duties And Taxes Suc As Levied By Goi And Gom In All Respect Insection Charges, Transportation To Stores, Etc Complete As Per Is 1229 / 2004 B ) 65 Mm Dia Medium Class , Providing, Laying And Fixing Pvc And Gi Specials Of Appropriate Class And Diameter Such As Tee, Bend, Couplar And Other Necessary Accessories Etc Complete. ( Note- Payment Will Be Made As Per Company Price List Or Bill Submitted Whichever Is Less ) , Lowering, Laying And Jointing Pvc Pipes And Specials Of The Following Class And Diameter Including Cost Of Conveying From Store To Site Of Works Including Cost Of All Labours Materials Except Cement Solvent, Rubber Ring ( Wiyh Cement Solvent Joint / Ring Fit Joint ) Working Pressure 4 Kg / Sq.Cm. A ) 90 Mm Dia 4Kg / Sqcm , Lowering, Laying And Jointing Pvc Pipes And Specials Of The Following Class And Diameter Including Cost Of Conveying From Store To Site Of Works Including Cost Of All Labours Materials Except Cement Solvent, Rubber Ring ( Wiyh Cement Solvent Joint / Ring Fit Joint ) Working Pressure 4 Kg / Sq.Cm. B ) 75 Mm Dia 4Kg / Sqcm , Lowering, Laying And Jointing Gl Pipes And Specials Of The Following Class And Diameter Including Cost Of Conveying From Store To Site Of Works Including Cost Of All Labours Etc Complete Either Underground Or In Vertical Position, As Directed By Engineer In Charge A ) 80 Mm Dia , Lowering, Laying And Jointing Gl Pipes And Specials Of The Following Class And Diameter Including Cost Of Conveying From Store To Site Of Works Including Cost Of All Labours Etc Complete Either Underground Or In Vertical Position, As Directed By Engineer In Charge B ) 65 Mm Dia , Excavation For Foundation / Pipe Trenches In Earth Soils Of All Types Sand, Gravel And Soft Murum Including Removing The Excavated Material Upto A Distance Of 50 Metres And Lift As Below, Stacking And Spreading As Directed Normal Dewatering, Preparing Bed For Foundation And Excluding Back Filling Etc Complete. , Excavation For Foundation / Pipe Trenches In Hard Murum, Including Removing The Excavated Material Upto A Distance Of 50 Metres And Lift As Below, Stacking And Spreading As Directed Normal Dewatering, Preparing Bed For Foundation And Excluding Back Filling Etc Complete. , Excavation For Foundation / Pipe Trenches In Hard Murum And W.B.M. Road, Including Removing The Excavated Material Upto A Distance Of 50 Metres And Lift As Below, Stacking And Spreading As Directed Normal Dewatering, Preparing Bed For Foundation And Excluding Back Filling Etc Complete. , Excavation For Foundation / Pipe Trenches In Soft Rock And Old Cement And Lime Masonary Foundation Asphalt Road Including Removing The Excavated Material Upto A Distance Of 50 Metres And Lift As Below, Stacking And Spreading As Directed Normal Dewatering, Preparing Bed For Foundation And Excluding Back Filling Etc Complete. , Excavation For Foundation / Pipe Trenches In Hard Rock By Controlled Blasting, Including Trimming And Levelling The Bed By Chiselling Where Necessary And Removing The Excavated Material And Stacking It In Measurable Heaps Within A Distance Of 50 Metres From The Area And Lifts As Below, Normal Dewatering, Excluding Backfilling Etc Complete. , Refilling The Trenches With Available Excavated Stuff With Soft Material First Over Pipeline And Then Hard Material In 15 Cm Layers With All Leads And Lifts Including Consolidation, Surcharging, Etc Complete. , Providing And Supplying, Lowering, Laying & Jointing Isi Mark Sluice Valves P.N.1 Of Following Dia Confirming For Is-2906 / 14846 Including Worn Gear Arrangements As Test Pressure Stainless Steel Spindle, Caps Including All Statutory Duties And Taxes Such As Gst Klevied By Goi And Gom In All Respect Transportation Etc Complete.A ) 65 Mm , Providing And Supplying, Lowering, Laying & Jointing Isi Mark Sluice Valves P.N.1 Of Following Dia Confirming For Is-2906 / 14846 Including Worn Gear Arrangements As Test Pressure Stainless Steel Spindle, Caps Including All Statutory Duties And Taxes Such As Gst Klevied By Goi And Gom In All Respect Transportation Etc Complete.B ) 80 Mm , Providing And Laying In Situ Following Grades Of Cc Of Trap / Granite / Gneiss Metal For Foundation And Bedding Including Dewatering, Formwork, Compactingand Curing Finishing Etc Complete.Pcc 1;2;4 , Providing And Fixing C.I. Road Box Including Loading Unloading Carting To Site Of Work Including All Necessary Excavation In All Type Of Strat And Fixing In Murum Packing Etc Complete.100 X225 Mm
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
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46.
Rural Development #10214875 Price Bid
Providing Materiles For Retrofitting Of Pwss At Daheli Tq Arni Dist Yavatmal Providing Materiles For Retrofitting Of Pwss At Daheli Tq Arni Dist Yavatmal , Providing And Supplying In Standard Lengths Isi Mark Rigid Unplasticised Pvc Pipes Suitable For Potable Water With Solvent Cement Joints Including Cost Of Couplars As Per Is Specification No. 4985 / 1988 Including Taxes Such As Gst Levied By Goi And Gom In All Respect Transportation, Freight Charges, Inspection Charges, Loading, Unloading, Conveyance To The Department Store / Site And Stacking The Same In Closerd Shed Duly Protected From Sun Rays And Rains Including Cost Of Jointing Material I.E. Solvent Cement Etc Complete. ( Selffit Type To Be Jointed With Cement Solvent ) Working Pressure 90 Mm Dia 4 Kg / Sqcm , Providing And Supplying In Standard Lengths Isi Mark Rigid Unplasticised Pvc Pipes Suitable For Potable Water With Solvent Cement Joints Including Cost Of Couplars As Per Is Specification No. 4985 / 1988 Including Taxes Such As Gst Levied By Goi And Gom In All Respect Transportation, Freight Charges, Inspection Charges, Loading, Unloading, Conveyance To The Department Store / Site And Stacking The Same In Closerd Shed Duly Protected From Sun Rays And Rains Including Cost Of Jointing Material I.E. Solvent Cement Etc Complete. ( Selffit Type To Be Jointed With Cement Solvent ) Working Pressure B ) 75 Mm Dia 4 Kg / Sqcm , Providing Isi Mark Gi Pipe Of Following Class And Diameter Including All Isatutory Duties And Taxes Suc As Levied By Goi And Gom In All Respect Insection Charges, Transportation To Stores, Etc Complete As Per Is 1229 / 2004 A ) 80 Mm Dia Medium Class , Providing Isi Mark Gi Pipe Of Following Class And Diameter Including All Isatutory Duties And Taxes Suc As Levied By Goi And Gom In All Respect Insection Charges, Transportation To Stores, Etc Complete As Per Is 1229 / 2004 B ) 65 Mm Dia Medium Class , Providing, Laying And Fixing Pvc And Gi Specials Of Appropriate Class And Diameter Such As Tee, Bend, Couplar And Other Necessary Accessories Etc Complete. ( Note- Payment Will Be Made As Per Company Price List Or Bill Submitted Whichever Is Less ) , Lowering, Laying And Jointing Pvc Pipes And Specials Of The Following Class And Diameter Including Cost Of Conveying From Store To Site Of Works Including Cost Of All Labours Materials Except Cement Solvent, Rubber Ring ( Wiyh Cement Solvent Joint / Ring Fit Joint ) Working Pressure 4 Kg / Sq.Cm. A ) 90 Mm Dia 4Kg / Sqcm , Lowering, Laying And Jointing Pvc Pipes And Specials Of The Following Class And Diameter Including Cost Of Conveying From Store To Site Of Works Including Cost Of All Labours Materials Except Cement Solvent, Rubber Ring ( Wiyh Cement Solvent Joint / Ring Fit Joint ) Working Pressure 4 Kg / Sq.Cm. B ) 75 Mm Dia 4Kg / Sqcm , Lowering, Laying And Jointing Gl Pipes And Specials Of The Following Class And Diameter Including Cost Of Conveying From Store To Site Of Works Including Cost Of All Labours Etc Complete Either Underground Or In Vertical Position, As Directed By Engineer In Charge A ) 80 Mm Dia , Lowering, Laying And Jointing Gl Pipes And Specials Of The Following Class And Diameter Including Cost Of Conveying From Store To Site Of Works Including Cost Of All Labours Etc Complete Either Underground Or In Vertical Position, As Directed By Engineer In Charge B ) 65 Mm Dia , Excavation For Foundation / Pipe Trenches In Earth Soils Of All Types Sand, Gravel And Soft Murum Including Removing The Excavated Material Upto A Distance Of 50 Metres And Lift As Below, Stacking And Spreading As Directed Normal Dewatering, Preparing Bed For Foundation And Excluding Back Filling Etc Complete. , Excavation For Foundation / Pipe Trenches In Hard Murum, Including Removing The Excavated Material Upto A Distance Of 50 Metres And Lift As Below, Stacking And Spreading As Directed Normal Dewatering, Preparing Bed For Foundation And Excluding Back Filling Etc Complete. , Excavation For Foundation / Pipe Trenches In Hard Murum And W.B.M. Road, Including Removing The Excavated Material Upto A Distance Of 50 Metres And Lift As Below, Stacking And Spreading As Directed Normal Dewatering, Preparing Bed For Foundation And Excluding Back Filling Etc Complete. , Excavation For Foundation / Pipe Trenches In Soft Rock And Old Cement And Lime Masonary Foundation Asphalt Road Including Removing The Excavated Material Upto A Distance Of 50 Metres And Lift As Below, Stacking And Spreading As Directed Normal Dewatering, Preparing Bed For Foundation And Excluding Back Filling Etc Complete. , Excavation For Foundation / Pipe Trenches In Hard Rock By Controlled Blasting, Including Trimming And Levelling The Bed By Chiselling Where Necessary And Removing The Excavated Material And Stacking It In Measurable Heaps Within A Distance Of 50 Metres From The Area And Lifts As Below, Normal Dewatering, Excluding Backfilling Etc Complete. , Refilling The Trenches With Available Excavated Stuff With Soft Material First Over Pipeline And Then Hard Material In 15 Cm Layers With All Leads And Lifts Including Consolidation, Surcharging, Etc Complete. , Providing And Supplying, Lowering, Laying & Jointing Isi Mark Sluice Valves P.N.1 Of Following Dia Confirming For Is-2906 / 14846 Including Worn Gear Arrangements As Test Pressure Stainless Steel Spindle, Caps Including All Statutory Duties And Taxes Such As Gst Klevied By Goi And Gom In All Respect Transportation Etc Complete.A ) 65 Mm , Providing And Supplying, Lowering, Laying & Jointing Isi Mark Sluice Valves P.N.1 Of Following Dia Confirming For Is-2906 / 14846 Including Worn Gear Arrangements As Test Pressure Stainless Steel Spindle, Caps Including All Statutory Duties And Taxes Such As Gst Klevied By Goi And Gom In All Respect Transportation Etc Complete.B ) 80 Mm , Providing And Laying In Situ Following Grades Of Cc Of Trap / Granite / Gneiss Metal For Foundation And Bedding Including Dewatering, Formwork, Compactingand Curing Finishing Etc Complete.Pcc 1;2;4 , Providing And Fixing C.I. Road Box Including Loading Unloading Carting To Site Of Work Including All Necessary Excavation In All Type Of Strat And Fixing In Murum Packing Etc Complete.100 X225 Mm
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
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47.
Rural Development #10214873 Price Bid
Providing Materiles For Retrofitting Of Pwss At Malegaon Tq Arni Dist Yavatmal Providing Materiles For Retrofitting Of Pwss At Malegaon Tq Arni Dist Yavatmal , Providing And Supplying In Standard Lengths Isi Mark Rigid Unplasticised Pvc Pipes Suitable For Potable Water With Solvent Cement Joints Including Cost Of Couplars As Per Is Specification No. 4985 / 1988 Including Taxes Such As Gst Levied By Goi And Gom In All Respect Transportation, Freight Charges, Inspection Charges, Loading, Unloading, Conveyance To The Department Store / Site And Stacking The Same In Closerd Shed Duly Protected From Sun Rays And Rains Including Cost Of Jointing Material I.E. Solvent Cement Etc Complete. ( Selffit Type To Be Jointed With Cement Solvent ) Working Pressure 90 Mm Dia 4 Kg / Sqcm , Providing And Supplying In Standard Lengths Isi Mark Rigid Unplasticised Pvc Pipes Suitable For Potable Water With Solvent Cement Joints Including Cost Of Couplars As Per Is Specification No. 4985 / 1988 Including Taxes Such As Gst Levied By Goi And Gom In All Respect Transportation, Freight Charges, Inspection Charges, Loading, Unloading, Conveyance To The Department Store / Site And Stacking The Same In Closerd Shed Duly Protected From Sun Rays And Rains Including Cost Of Jointing Material I.E. Solvent Cement Etc Complete. ( Selffit Type To Be Jointed With Cement Solvent ) Working Pressure B ) 75 Mm Dia 4 Kg / Sqcm , Providing Isi Mark Gi Pipe Of Following Class And Diameter Including All Isatutory Duties And Taxes Suc As Levied By Goi And Gom In All Respect Insection Charges, Transportation To Stores, Etc Complete As Per Is 1229 / 2004 A ) 80 Mm Dia Medium Class , Providing Isi Mark Gi Pipe Of Following Class And Diameter Including All Isatutory Duties And Taxes Suc As Levied By Goi And Gom In All Respect Insection Charges, Transportation To Stores, Etc Complete As Per Is 1229 / 2004 B ) 65 Mm Dia Medium Class , Providing, Laying And Fixing Pvc And Gi Specials Of Appropriate Class And Diameter Such As Tee, Bend, Couplar And Other Necessary Accessories Etc Complete. ( Note- Payment Will Be Made As Per Company Price List Or Bill Submitted Whichever Is Less ) , Lowering, Laying And Jointing Pvc Pipes And Specials Of The Following Class And Diameter Including Cost Of Conveying From Store To Site Of Works Including Cost Of All Labours Materials Except Cement Solvent, Rubber Ring ( Wiyh Cement Solvent Joint / Ring Fit Joint ) Working Pressure 4 Kg / Sq.Cm. A ) 90 Mm Dia 4Kg / Sqcm , Lowering, Laying And Jointing Pvc Pipes And Specials Of The Following Class And Diameter Including Cost Of Conveying From Store To Site Of Works Including Cost Of All Labours Materials Except Cement Solvent, Rubber Ring ( Wiyh Cement Solvent Joint / Ring Fit Joint ) Working Pressure 4 Kg / Sq.Cm. B ) 75 Mm Dia 4Kg / Sqcm , Lowering, Laying And Jointing Gl Pipes And Specials Of The Following Class And Diameter Including Cost Of Conveying From Store To Site Of Works Including Cost Of All Labours Etc Complete Either Underground Or In Vertical Position, As Directed By Engineer In Charge A ) 80 Mm Dia , Lowering, Laying And Jointing Gl Pipes And Specials Of The Following Class And Diameter Including Cost Of Conveying From Store To Site Of Works Including Cost Of All Labours Etc Complete Either Underground Or In Vertical Position, As Directed By Engineer In Charge B ) 65 Mm Dia , Excavation For Foundation / Pipe Trenches In Earth Soils Of All Types Sand, Gravel And Soft Murum Including Removing The Excavated Material Upto A Distance Of 50 Metres And Lift As Below, Stacking And Spreading As Directed Normal Dewatering, Preparing Bed For Foundation And Excluding Back Filling Etc Complete. , Excavation For Foundation / Pipe Trenches In Hard Murum, Including Removing The Excavated Material Upto A Distance Of 50 Metres And Lift As Below, Stacking And Spreading As Directed Normal Dewatering, Preparing Bed For Foundation And Excluding Back Filling Etc Complete. , Excavation For Foundation / Pipe Trenches In Hard Murum And W.B.M. Road, Including Removing The Excavated Material Upto A Distance Of 50 Metres And Lift As Below, Stacking And Spreading As Directed Normal Dewatering, Preparing Bed For Foundation And Excluding Back Filling Etc Complete. , Excavation For Foundation / Pipe Trenches In Soft Rock And Old Cement And Lime Masonary Foundation Asphalt Road Including Removing The Excavated Material Upto A Distance Of 50 Metres And Lift As Below, Stacking And Spreading As Directed Normal Dewatering, Preparing Bed For Foundation And Excluding Back Filling Etc Complete. , Excavation For Foundation / Pipe Trenches In Hard Rock By Controlled Blasting, Including Trimming And Levelling The Bed By Chiselling Where Necessary And Removing The Excavated Material And Stacking It In Measurable Heaps Within A Distance Of 50 Metres From The Area And Lifts As Below, Normal Dewatering, Excluding Backfilling Etc Complete. , Refilling The Trenches With Available Excavated Stuff With Soft Material First Over Pipeline And Then Hard Material In 15 Cm Layers With All Leads And Lifts Including Consolidation, Surcharging, Etc Complete. , Providing And Supplying, Lowering, Laying & Jointing Isi Mark Sluice Valves P.N.1 Of Following Dia Confirming For Is-2906 / 14846 Including Worn Gear Arrangements As Test Pressure Stainless Steel Spindle, Caps Including All Statutory Duties And Taxes Such As Gst Klevied By Goi And Gom In All Respect Transportation Etc Complete.A ) 65 Mm , Providing And Supplying, Lowering, Laying & Jointing Isi Mark Sluice Valves P.N.1 Of Following Dia Confirming For Is-2906 / 14846 Including Worn Gear Arrangements As Test Pressure Stainless Steel Spindle, Caps Including All Statutory Duties And Taxes Such As Gst Klevied By Goi And Gom In All Respect Transportation Etc Complete.B ) 80 Mm , Providing And Laying In Situ Following Grades Of Cc Of Trap / Granite / Gneiss Metal For Foundation And Bedding Including Dewatering, Formwork, Compactingand Curing Finishing Etc Complete.Pcc 1;2;4 , Providing And Fixing C.I. Road Box Including Loading Unloading Carting To Site Of Work Including All Necessary Excavation In All Type Of Strat And Fixing In Murum Packing Etc Complete.100 X225 Mm
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
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48.
Public Administrative Department #10213491 Price Bid
maintenance and repair To Water Supply Distribution System At Ward No . 13 , 16 , 18 And 19 In Zone No . 1 , excavation for foundation / pipe trenches in earth , soils of all types , sand , gravel and soft murum , including removing the excavated material upto a distance of 50 metres and lifts as below , stacking and spreading as directed , normal dewatering , preparing the bed for foundation and excluding backfilling , etc comp . lift 0 to 1 . 50 m mjp/dsr/2019-20/page no . 33 i . no . 1 , excavation for foundation / pipe trenches in hard murum and boulders , w . b . m . road including removing the excavated material upto a distance of 50 metres and lifts as below , stacking and spreading as directed , normal dewatering , preparing the bed for foundation and excluding backfilling , etc comp . lift 0 to 1 . 50 m mjp/dsr/2019-2020/ page no . 33 i . no . 3 , excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road by all means including removing the excavated material upto a distance of 50 metres and lifts as below , stacking and spreading as directed , normal dewatering , preparing the bed for foundation and excluding backfilling , etc comp . lift 0 to 1 . 50 m mjp/dsr/2019-2020/ page no . 33 i . no . 5 , excavation for foundation / pipe trenches in hard rock and concrete road by chiselling , wedging , line drilling by mechanical means or by all means other than blasting including trimming and levelling the bed , removing the excavated material upto a distance of 50 metres and lifts as below , stacking and spreading as directed , normal dewatering , preparing the bed for foundation and excluding backfilling , etc comp . lift 0 to 1 . 50 m mjp/dsr/2019-2020/ page no . 34 i . no . 7 , providing and supplying asbestos cement pressure pipes manufactured and tested as per iso-160 standards of following class and diameter in standard lengths including cost of all taxes ( central and local ) , insurance , railway freight , inspection charges , unloading from railway wagon , loading into truck , transporting to departmental store/site , unloading , stacking etc . complete mjp/dsr/2012-2013/page no . 57 . i . no . 1 , a ) class 15 ( test pressure 1 . 5 mpa ) , 80mm , 100mm , 150mm , 200mm , lowering , laying and jointing with cid joints , a . c . pressure pipes and ci or ms specials of following class and diameters including conveyance from stores to site of works , cost of labour and material , giving satisfactory hydraulic testing , etc . as per isi code , etc . complete but excluding cost of c . i . d . joints , nut bolts , rubber rings . mjp/dsr/2012-2013/ p . no . 59 i . no . 4 ( a ) , a ) class 15 ( test pressure 1 . 5 mpa ) , 80mm , 100mm , 150mm , 200mm , providing d . i . pipes ( push on joints pressure pipes of di of following class and diameters confirming to the is specification inclusive cost of jointing materials ( rubber gasket of epdm quality ) excluding gst levied by goi & gom in all respect including third party inspection charges of tpi agency approved by mjp including transit insurance , railway freight , unloading from railway wagon , loading into truck , transportation to departmental store/site of work , unloading , stacking etc . complete as directed by engineer incharge . ( is-8329:2000 for pipes & is-158:1969 & is-12820:1989 or latest edition/revision with amendments for rubber gasket . ) di k-7 grade mjp/dsr/2019-2020/page no . 59 i . no . 3 , 100 mm , 150 mm , lowering , laying and jointing with sbr rubber gaskets c . i . & d . i . pipes of various classes with ci / ms specials of following diameters in proper position , grade and alignment as directed by engineer-in-charge including conveyance of material from stores to site of work , excluding cost of jointing materials and rubber rings , including labour , etc complete . note: only sbr rubber gaskets to be used as per is- 5382 / 12820 mjp/dsr/2019-2020/page no . 58 i . no . 2 ( a ) , 100 mm , 150 mm , cutting and champhering of pipes of following diameters including cost of all materials and labour involved , etc . complete as directed by engineer-in-charge . ( for all class of pipes ) mjp/dsr/2019-2020/page no . 136 i . no . 20 , 100 mm , 150 mm , 200 mm , providing and supplying c . i . detachable joints suitable for a . c . pressure pipes manufactured as per is- 1538 / 1993 standards of following class and dimeter including cost of insurance , railway freight , inspection charges , unloading from railway wagon , loading into truck , transporting to departmental store , unloading , stacking and cost of rubber rings , nut bolts , excluding gst levied by goi & gom in all respect etc . complete . mjp/dsr/2019-2020/page no . 64 i . no . 13 , class 10 /15 , 80 mm , 100 mm , 150 mm , 200 mm , providing and supplying i . s . i . mark rubber gasket suitable for c . i . or d . i . pipe of all class for tyton joints including inspection charges , transportation upto departmental stores excluding gst levied by goi & gom in all respect etc . complete . mjp/dsr/2019-2020/page no . 137 i . no . 21 ( a ) , 100mm , 150mm , 200mm , checking & repairing private water connection and reconnecting the same etc complete , disconnection of unauthorised private water connection etc . complete . , providing double flanged sluice valves confirming to is- 2906 / 14846 including worm gear arrangements as per test pressure , stainless steel spindle , caps , including inspection charges , transportation upto departmental store , unloading , stacking excluding gst levied by goi & gom in all respect etc . complete . pn-1 . 0 ( without bypass arrangement ) mjp/dsr/2019-2020/page no . 127 i . no . 2 ( a ) , 80 mm , 100 mm , 150 mm , lowering laying and jointing in position following c . i . d/f reflux valves , butterfly valves and sluice valves including cost of all labour , jointing material , including nut bolts and giving satisfactory hydraulic testing , etc complete . sluice valves mjp/dsr/2019-2020/page no . 130 i . no . 4 , 80 mm , 100 mm , 150 mm , removing existing cross connection and remaking the same etc complete ( 70% rate of making cross connection . ) mjp/dsr/2019-2020/page no . 47 . i . no . 10 , 100 mm , 150 mm , 200 mm , removing and refixing the half body of sluice valves including excavation , refilling , cost of rubber packing , nut bolts , with gate , gland rope , repair by welding etc complete ( 70 % rate of laying sluice valves ) mjp/dsr/2019-2020/ page no . 130 i . no . 4 , 80 mm , 100 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , providing and supplying s . s . spindle rod as per standard specifications and suitable for sluice valves etc complete . ( as per market rate ) , 80 mm , 100 mm , 150 mm , 200 mm , providing and supplying gun metal check nut of following diameter of sluice valves as per standard speci
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
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49.
Public Administrative Department #10213376 Price Bid
Shifting 150 Mm Line Near Katkat Gate Mujib Colony Sharif Colony Ward No . 43 , Excavation For Foundation / Pipe Trenches In Earth , Soils Of All Types , Sand , Gravel And Soft Murum , Including Removing The Excavated Material Upto A Distance Of 50 Metres And Lifts As Below , Stacking And Spreading As Directed , Normal Dewatering , Preparing The Bed For Foundation And Excluding Backfilling , Etc Comp . Lift 0 To 1 . 50 M Mjp/Dsr/2019-20/Page No . 33 I . No . 1 , Excavation For Foundation / Pipe Trenches In Hard Murum And Boulders , W . B . M . Road Including Removing The Excavated Material Upto A Distance Of 50 Metres And Lifts As Below , Stacking And Spreading As Directed , Normal Dewatering , Preparing The Bed For Foundation And Excluding Backfilling , Etc Comp . Lift 0 To 1 . 50 M Mjp/Dsr/2019-2020/ Page No . 33 I . No . 3 , Excavation For Foundation / Pipe Trenches In Soft Rock And Old Cement And Lime Masonry Foundation Asphalt Road By All Means Including Removing The Excavated Material Upto A Distance Of 50 Metres And Lifts As Below , Stacking And Spreading As Directed , Normal Dewatering , Preparing The Bed For Foundation And Excluding Backfilling , Etc Comp . Lift 0 To 1 . 50 M Mjp/Dsr/2019-2020/ Page No . 33 I . No . 5 , Excavation For Foundation / Pipe Trenches In Hard Rock And Concrete Road By Chiselling , Wedging , Line Drilling By Mechanical Means Or By All Means Other Than Blasting Including Trimming And Levelling The Bed , Removing The Excavated Material Upto A Distance Of 50 Metres And Lifts As Below , Stacking And Spreading As Directed , Normal Dewatering , Preparing The Bed For Foundation And Excluding Backfilling , Etc Comp . Lift 0 To 1 . 50 M Mjp/Dsr/2019-2020/ Page No . 34 I . No . 7 , Providing D . I . Pipes ( Push On Joints Pressure Pipes Of Di Of Following Class And Diameters Confirming To The Is Specification Inclusive Cost Of Jointing Materials ( Rubber Gasket Of Epdm Quality ) Excluding Gst Levied By Goi & Gom In All Respect Including Third Party Inspection Charges Of Tpi Agency Approved By Mjp Including Transit Insurance , Railway Freight , Unloading From Railway Wagon , Loading Into Truck , Transportation To Departmental Store/Site Of Work , Unloading , Stacking Etc . Complete As Directed By Engineer Incharge . ( Is-8329:2000 For Pipes & Is-158:1969 & Is-12820:1989 Or Latest Edition/Revision With Amendments For Rubber Gasket . ) Di K-7 Grade Mjp/Dsr/2019-2020/Page No . 59 I . No . 3 , 150 Mm , Lowering , Laying And Jointing With Sbr Rubber Gaskets C . I . & D . I . Pipes Of Various Classes With Ci / Ms Specials Of Following Diameters In Proper Position , Grade And Alignment As Directed By Engineer-In-Charge Including Conveyance Of Material From Stores To Site Of Work , Excluding Cost Of Jointing Materials And Rubber Rings , Including Labour , Etc Complete . Note: Only Sbr Rubber Gaskets To Be Used As Per Is- 5382 / 12820 Mjp/Dsr/2019-2020/Page No . 58 I . No . 2 ( A ) , 150 Mm , Providing And Supplying C . I . Detachable Joints Suitable For A . C . Pressure Pipes Manufactured As Per Is- 1538 / 1993 Standards Of Following Class And Dimeter Including Cost Of Insurance , Railway Freight , Inspection Charges , Unloading From Railway Wagon , Loading Into Truck , Transporting To Departmental Store , Unloading , Stacking And Cost Of Rubber Rings , Nut Bolts , Excluding Gst Levied By Goi & Gom In All Respect Etc . Complete . Mjp/Dsr/2019-2020/Page No . 64 I . No . 13 , Class 10 /15 , 150 Mm , Providing Of C . I . Mechancial Comperssion Collar Coupling Suitable For C . I . Spun Pipe Etc . Complete . , 400 Mm , Providing Double Flanged Sluice Valves Confirming To Is- 2906 / 14846 Including Worm Gear Arrangements As Per Test Pressure , Stainless Steel Spindle , Caps , Including Inspection Charges , Transportation Upto Departmental Store , Unloading , Stacking Excluding Gst Levied By Goi & Gom In All Respect Etc . Complete . Pn-1 . 0 ( Without Bypass Arrangement ) Mjp/Dsr/2019-2020/Page No . 127 I . No . 2 ( A ) , 400 Mm , 150 Mm , Lowering Laying And Jointing In Position Following C . I . D/F Reflux Valves , Butterfly Valves And Sluice Valves Including Cost Of All Labour , Jointing Material , Including Nut Bolts And Giving Satisfactory Hydraulic Testing , Etc Complete . Sluice Valves Mjp/Dsr/2019-2020/Page No . 130 I . No . 4 , 400 Mm , 150 Mm , Providing And Supplying Isi Standard Ci Flanged / S & S Specials Excluding Gst Levied By Goi & Gom In All Respect Including Railway Freight , Insurance , Unloading From Railway Wagon , Loading Into Truk , Transport To Departmental Stores , Unloading , Stacking , Etc . Complete . C ) Plain Ended/Plain Ended Branch Flanged Specials - I ) 80 Mm Dia To 300 Mm Dia Mjp/Dsr/2019-2020/ Page No . 60 , I . No . 6 ( C ) , Refilling The Trenches With Available Excavated Stuff With Soft Material First Over Pipeline And Then Hard Material In 15 Cm Layers With All Leads And Lifts Including Consolidation , Surcharging , Etc . Complete . Mjp/Dsr/2019-2020/Page No . 36 I . No . 15
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
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50.
Public Administrative Department #10213373 Price Bid
Lowering Laying 200 Mm And 150 Mm Dia Pipe Line At Vaishali Nagar And Yashodhara Colony , excavation for foundation / pipe trenches in earth , soils of all types , sand , gravel and soft murum , including removing the excavated material upto a distance of 50 metres and lifts as below , stacking and spreading as directed , normal dewatering , preparing the bed for foundation and excluding backfilling , etc comp . lift 0 to 1 . 50 m mjp/dsr/2019-20/page no . 33 i . no . 1 , excavation for foundation / pipe trenches in hard murum and boulders , w . b . m . road including removing the excavated material upto a distance of 50 metres and lifts as below , stacking and spreading as directed , normal dewatering , preparing the bed for foundation and excluding backfilling , etc comp . lift 0 to 1 . 50 m mjp/dsr/2019-2020/ page no . 33 i . no . 3 , excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road by all means including removing the excavated material upto a distance of 50 metres and lifts as below , stacking and spreading as directed , normal dewatering , preparing the bed for foundation and excluding backfilling , etc comp . lift 0 to 1 . 50 m mjp/dsr/2019-2020/ page no . 33 i . no . 5 , excavation for foundation / pipe trenches in hard rock and concrete road by chiselling , wedging , line drilling by mechanical means or by all means other than blasting including trimming and levelling the bed , removing the excavated material upto a distance of 50 metres and lifts as below , stacking and spreading as directed , normal dewatering , preparing the bed for foundation and excluding backfilling , etc comp . lift 0 to 1 . 50 m mjp/dsr/2019-2020/ page no . 34 i . no . 7 , providing d . i . pipes ( push on joints pressure pipes of di of following class and diameters confirming to the is specification inclusive cost of jointing materials ( rubber gasket of epdm quality ) excluding gst levied by goi & gom in all respect including third party inspection charges of tpi agency approved by mjp including transit insurance , railway freight , unloading from railway wagon , loading into truck , transportation to departmental store/site of work , unloading , stacking etc . complete as directed by engineer incharge . ( is-8329:2000 for pipes & is-158:1969 & is-12820:1989 or latest edition/revision with amendments for rubber gasket . ) di k-7 grade mjp/dsr/2019-2020/page no . 59 i . no . 3 , 100 mm , lowering , laying and jointing with sbr rubber gaskets c . i . & d . i . pipes of various classes with ci / ms specials of following diameters in proper position , grade and alignment as directed by engineer-in-charge including conveyance of material from stores to site of work , excluding cost of jointing materials and rubber rings , including labour , etc complete . note: only sbr rubber gaskets to be used as per is- 5382 / 12820 mjp/dsr/2019-2020/page no . 58 i . no . 2 ( a ) , 100 mm , providing and supplying c . i . detachable joints suitable for a . c . pressure pipes manufactured as per is- 1538 / 1993 standards of following class and dimeter including cost of insurance , railway freight , inspection charges , unloading from railway wagon , loading into truck , transporting to departmental store , unloading , stacking and cost of rubber rings , nut bolts , excluding gst levied by goi & gom in all respect etc . complete . mjp/dsr/2019-2020/page no . 64 i . no . 13 , class 10 /15 , 100 mm , 250 mm , providing and supplying isi standard ci flanged / s & s specials excluding gst levied by goi & gom in all respect including railway freight , insurance , unloading from railway wagon , loading into truk , transport to departmental stores , unloading , stacking , etc . complete . c ) plain ended/plain ended branch flanged specials - i ) 80 mm dia to 300 mm dia mjp/dsr/2019-2020/ page no . 60 , i . no . 6 ( c ) , providing double flanged sluice valves confirming to is- 2906 / 14846 including worm gear arrangements as per test pressure , stainless steel spindle , caps , including inspection charges , transportation upto departmental store , unloading , stacking excluding gst levied by goi & gom in all respect etc . complete . pn-1 . 0 ( without bypass arrangement ) mjp/dsr/2019-2020/page no . 127 i . no . 2 ( a ) , 100 mm , lowering laying and jointing in position following c . i . d/f reflux valves , butterfly valves and sluice valves including cost of all labour , jointing material , including nut bolts and giving satisfactory hydraulic testing , etc complete . sluice valves mjp/dsr/2019-2020/page no . 130 i . no . 4 , 100 mm , making cross connection to existing distribution main of any type including excavation , breaking andremoving existing pipes etc . complete . , 250 mm , refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation , surcharging , etc . complete . mjp/dsr/2019-2020/page no . 36 i . no . 15
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
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