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| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 16-04-2021 | Corrigendum | Other | 26-04-2021 |
| Nature of Work: Raw water arrangement for proposed Multimodel Logistic Hub at Narnaul, District Mohindergarh, by providing & laying 600mm DI pipe line, Including construction of Raw Water Balancing Reservoir, Pump Chamber, Panel Room, Pumping machinery,(Electrical & Mechanical components) at Boosting Station near ND-II and all other allied works. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | EARTH WORK IN EXCAVATION IN FOUNDATIONS,TRENCHES, OF UNDER GROUND STRUCTURES. SULLAGE DRAINS,ETC., AND OTHER SIMILAR WORKS IN ORDINARY SOIL INCLLUDING DRESSING of bottom and sides, to correct levels and templates, cutting of trees and bushes, dewatering of rain water, diversion of traffic, fixing and maintenance of caution boards, and night signals, cressing over trenches for access to houses, watching, stacking of excavated soil, clear from the edge of excavation, and subsequent filling, where required around masonry, in 15 cm layers, with compaction AND DISPOSAL OF SURPLUS SOIL AS DIRECTED WITHIN A LEAD OF 30 METRES FOR DEPTH UPTO 2 METRES BELOW NATURAL GROND LEVEL (HSR Item No. 6.7) (Note: Rate will be quoted Per cum instead of 100 Cum in HSR) | BI01010001010000000000000515BI0100001126 | 1425.77 | Cum |
| 2 | 2 | Extra as per note XI of chapter 10 for Centering and shuttering for faces of walls, partitions, Retaining walls, well staining and the like (vertical or Battering) including attached pilasters, buttresses etc.(Only 45 % on the Labour rate for steel shuttering) for smooth expored concrete finish. (HSR item No. 9.5 Note XI of Chapter 10)\n(Through Rate ) | BI01010001010000000000000515BI0100001127 | 715.5 | Sqm |
| 3 | 3 | Extra as per note XI of chapter 10 for Centering and shuttering for faces of walls, partitions, Retaining walls, well staining and the like (vertical or Battering) including attached pilasters, buttresses etc.(Only 45 % on the Labour rate for steel shuttering) for smooth expored concrete finish. (HSR item No. 9.5 Note XI of Chapter 10)\n(Labour Rate ) | BI01010001010000000000000515BI0100001128 | 105 | Sqm |
| 4 | 4 | Where smooth exposed concrete finish is desired which is not be to touched of plastered but is to be left as it comes out of the shuttering or proper steel shuttering has to be used in such cases Additional 45 % of the labour rate shall be payable on the itemes of Labour Rates. (HSR item Note (i) of chapter 9) | BI01010001010000000000000515BI0100001129 | 296.25 | Sqm |
| 5 | 5 | Shuttering for faces of concrete foundations and foundation beams (vertical or battering). (HSR item No. 9.13)\n(Through) | BI01010001010000000000000515BI0100001130 | 157.01 | Sqm |
| 6 | 6 | Cement concrete 1:3:6 with stone aggregate 20 mm nominal size in foundation and plinth (HSR Item No. 10.40) | BI01010001010000000000000515BI0100001131 | 28.35 | Cum |
| 7 | 7 | Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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 Engineer-incharge in foundation and plinth. (Note : Cement contenct considered in this item is @ 340 Kg./cum.) .(HSR item No. 10.67) | BI01010001010000000000000515BI0100001132 | 57.6 | Cum |
| 8 | 8 | Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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 Engineer-in- charge in first storey upto 4 meters above plinth level (Note:- cement content considered in this item is @ 340 kg./cum.). (HSR item No. 10.74) | BI01010001010000000000000515BI0100001133 | 134.22 | Cum |
| 9 | 9 | Wrought iron and mild steel (using angles, flats, square bars, tees and channels) ladders, grills, gratting frames, window guards, iron doors open able or fixed stair case or parapet or any other type of railing,gates and tree guards etc., including cost of screws and welding rods or bolts and nuts complete fixed in position. (HSR item No. 18.12) | BI01010001010000000000000515BI0100001134 | 17.34 | Qtl. |
| 10 | 10 | Fe-500 EQR- TMT Steel bars for RCC works, where not including in the complete rate of RCC including bending, Binding and Placing in position complete. (HSR item No. 18.22) | BI01010001010000000000000515BI0100001135 | 268.81 | Qtl. |
| 11 | 11 | Providing and fixing steel bar embaded plastic steps of size 263 mm x 165 mm of orange colonr confirming to specification in pump chamber man holes etc. having minimum 3 mm thick polypropylene confirming to IS : 10910 encapsulated on 12 mm dia ribbed steel bars per IS :1786. The rate including cost of setting the same to correct lines , levels duly embaded in 1:2:4 c.c. including carriage , loading , unloading , stacking , handling , re - handling etc. complete in all respect to satisfaction of Engineer in charge (HSR item No. 29.28) | BI01010001010000000000000515BI0100001136 | 49 | Each |
| 12 | 12 | Earth work is excavation in founcations, trenches, etc. in all kinds of soils, not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry. (HSR Item No. 6.6) (Note: Rate will be quoted Per cum instead of 100 Cum in HSR) | BI01010001010000000000000515BI0100001137 | 191.89 | Cum |
| 13 | 13 | Cement concrete 1:2:4 with stone aggregate 20mm Nominal size for reinforcement concrete work in slab With inclination not exceeding 25 degree with horizontal excluding steel reinforcement but including centering & shuttering laid in position, complete in all respect. Extra over item No. 10.79 to 10.94 if 1:1½:3 mix is used instead of 1:2:4. (HSR item No. 10.82 + 10.95 (a)) | BI01010001010000000000000515BI0100001138 | 12.11 | Cum |
| 14 | 14 | Cement concrete 1:2:4 with stone aggregate 20mm nominal size for reinforced concrete work for walls exceeding 20 cm thickness (straight and qurved) beams girders, stairs columns (square or rectangular) battens and inlets etc. excluding steel reinforcement. Extra over item No. 10.79 to 10.94 if 1:1½:3 mix is used instead of 1:2:4. (HSR item No. 10.86 + 10.95 (a)) | BI01010001010000000000000515BI0100001139 | 15.04 | Cum |
| 15 | 15 | Cement concrete 1:2:4 with stone aggregate 20mm Nominal size for reinforced concrete work in footing,strips, foundations, beams ,rafts,pedestal and approach slabs of bridges etc. excluding steel reinforcement but including centering And shuttering, laid in position, completed in all respects .( For work upto 1.5 meters below ground level.) (HSR item No. 10.90+10.95 (a)) | BI01010001010000000000000515BI0100001140 | 11.54 | Cum |
| 16 | 16 | Damp proof course 40 mm thick of cement concrete 1:2:4 using stone aggregate 20 mm moninal size with 2 coats of bitumen 20/30 penetration, at 1.65 kg. Per sqm laid hot and sanded (HSR item No. 10.114) | BI01010001010000000000000515BI0100001141 | 28.8 | Sqm |
| 17 | 17 | First class brick work laid in cement Stone dust (from crusher ) mortor 1:5 in Foundation & Plinth. (HSR item No. 11.23) | BI01010001010000000000000515BI0100001142 | 137.93 | Cum |
| 18 | 18 | First class brick work laid in cement stone dust (from crusher) mortar 1:5 in first story upto 4.0m above plinth level. (HSR item No. 11.28) | BI01010001010000000000000515BI0100001143 | 56.96 | Cum |
| 19 | 19 | Terracing consisting of tiles 22.86 cm X11.43 cm X 3.81 cm laid over 87.50 mm mud filling on a layer of 25 mm mud plaster and an other layer of mud mortar for laying the tiles, including two coatsof bitumen laid hot at 1.65 kg.per sqm on top of R.C.C slab including grouting with cement sand mortar 1:3 and top surface to be left clean etc. (HSR item No. 13.13) | BI01010001010000000000000515BI0100001144 | 74.25 | Sqm |
| 20 | 20 | Top khurra 0.6 m x 0.6 m for rain water pipe in 25 mm thick cement concrete 1:2:4 over 50 mm thick cement concrete 1:8:16 (HSR item No. 13.50) | BI01010001010000000000000515BI0100001145 | 4 | Each |
| 21 | 21 | Bottom khurra on ground 1.2 mX 0.6 m consisting of brick-on-edge laid in cement mortar 1:3 over 75 mm cement concrete 1:8:16 including 12 mm thick cement plaster 1:3 (HSR item No. 13.57) | BI01010001010000000000000515BI0100001146 | 4 | Each |
| 22 | 22 | Providing and fixing pvc rain water pipe 6 kg pressure of ISI mark in cement mortar during massonery work. 100 mm dia pvc pipe 6 kg pressure (HSR item No. 13.89 (a)) | BI01010001010000000000000515BI0100001147 | 17.1 | Mtr. |
| 23 | 23 | Providing and fixing pvc bend ISI mark (100 mm dia ) (HSR item No. 13.90(a)) | BI01010001010000000000000515BI0100001148 | 8 | Each |
| 24 | 24 | Kotah stone flooring 34 mm to 40 mm thick in any pattern as specified over 12 mm thick base of cement course sand mortar 1:3 laid and jointed with neat cement slurry mixed with pigment to match the shade of stone including rubbing and polishing (HSR item No. 14.62) | BI01010001010000000000000515BI0100001149 | 37.92 | Sqm |
| 25 | 25 | Extra for Kotah stone flooring in treads of steps not exceeding 30 cm in width. (HSR item No. 14.64) | BI01010001010000000000000515BI0100001150 | 3.24 | Sqm |
| 26 | 26 | Extra for nosing in treads of steps of Kotah stone slab.. (HSR item No. 14.65) | BI01010001010000000000000515BI0100001151 | 12 | Mtr. |
| 27 | 27 | Kotah stone 20 mm thick in skirting risers of steps, dados and wall facing ( lining ) and pillars laid on 12 mm thick cement course sand plaster 1:3 laid and jointed with neat cement slurry, mixed with pigment to match the shade of stone including rubbing (HSR item No. 14.66) | BI01010001010000000000000515BI0100001152 | 24.58 | Sqm |
| 28 | 28 | 12mm thick cement plaster 1:5. (HSR Item No. 15.6) | BI01010001010000000000000515BI0100001153 | 369.51 | Sqm |
| 29 | 29 | 10mm thick cement plaster 1:3. (HSR Item No. 15.51) | BI01010001010000000000000515BI0100001154 | 49.29 | Sqm |
| 30 | 30 | Applying priming coat with metal primer on new steel work or iron work including preparatoion of surface (HSR item No. 16.9) | BI01010001010000000000000515BI0100001155 | 44.84 | Sqm |
| 31 | 31 | Painting two coats excluding priming coat with ready mixed paint for metallic surface in all shsades on newe steel or iron works (HSR item No. 16.17) | BI01010001010000000000000515BI0100001156 | 44.84 | Sqm |
| 32 | 32 | Preparation of plasterd surface by applying two coat white cement based putty. (HSR item No. 16.81) | BI01010001010000000000000515BI0100001157 | 275.03 | Sqm |
| 33 | 33 | Distempering with dry distemper two coats over one priming coat on new work (HSR item No. 16.54) | BI01010001010000000000000515BI0100001158 | 100 | Sqm |
| 34 | 34 | Finishing walls with exterior decorative cement based paints such as snowcem Robbiacem etc on new work, two coats togive an even shade( With 2nd quality paint) (HSR item No. 16.61) | BI01010001010000000000000515BI0100001159 | 432.98 | Sqm |
| 35 | 35 | Supplying and fixing rolling shutters of approved make, M.K. Laths, interlocked together through\ntheir entire length, and jointed together, at the end by end locks mounted on specially designed pipe shaft with brackets, side guides, 27.5 cm long wire spring grade no. 2 and arrangement for inside and outside locking with push and pull operation complete, including top cover 0.80 mm thick (payment is to be made for the exact size of opening where rolling shutter is to be fixed) (HSR item No. 18.18)\n(b) with 80 mm x 1.25 mm MS Laths | BI01010001010000000000000515BI0100001160 | 18 | Sqm |
| 36 | 36 | Stair casereiling of 40 mm internal dia G.i. pipe class 'B' as per I.S. No.1239 as hand rail using flats and base plate welded as per design specified including sutting welding rods and complete fixed in position.(HSR item No. 18.13a) | BI01010001010000000000000515BI0100001161 | 1.78 | Qtl. |
| 37 | 37 | Suplying operable steel dors / wondows of standared steel section , joints mitred and lectrically flash welded including provision for arrangement of receiving handles, peg stay, catcher will also be welded with the frame and providing and fixing pressed steel projected hinges, iron lugs, glazing clips (excluding wooden shutters, glazing and fittings such as handles, peg stay and catcher etc.) and finished with one coat of ready mixed red lead non setting primer.Supplying and fixing glass panes with deodar wood moulding c) 4mm thick (glazing area above 55 sqm but upto 84 sqm of each pane) (HSR item No. 18.24) | BI01010001010000000000000515BI0100001162 | 520.36 | Kg. |
| 38 | 38 | Pressed steel sheet frames (chowkats), consisting of 2 mm thick steel sheet of the specified section, including iron lugs (hold fasts), iron hinges, conforming to P.W.D. specifications, including bolts for fixing stops, lock notch, provision for receiving tower bolts, and finished with\none coat of ready-mixed paint red lead non-setting primer, of approved quality, fixed in position including the cost of cement concrete 1:3:6 for filling in the frame, and cement concrete 1:3:6 for lungs complete (HSR item No. 18.34)\n(a)door and window frame of size 89 mm X 50 mm with 40 mm wide single rebet. | BI01010001010000000000000515BI0100001163 | 43.8 | Mtr. |
| 39 | 39 | Supply and erection of metal clad switches/BDBS with rag bolts on walls on or existing angle iron board/pedestal including bonding to earth and necessary connection.\n\na)Main switches\nviii)Triple pole switch 32 Amp 415 Volt\n(Category B) (HSR item No. 31.12) | BI01010001010000000000000515BI0100001164 | 3 | Each |
| 40 | 40 | Supply and erection of metal clad switches/BDBS with rag bolts on walls on or existing angle iron board/pedestal including bonding to earth and necessary connection.\n\nb)branch distribution board\ni)B.D.B double pole 16 amp,240volts per way 2 way each (Category C) (HSR item No. 31.12) | BI01010001010000000000000515BI0100001165 | 3 | Each |
| 41 | 41 | Supply and erection of miniature circuit breaket/isolatoe 240/415v in the existing distribution board including making necessary connections:\na)miniature circuit breakers of 9K.A breaking capacity\nII)6amp to 32 amp. (Triple Pole) (HSR item No. 31.17) | BI01010001010000000000000515BI0100001166 | 4 | Each |
| 42 | 42 | Switch 5 Amp on existing sheet (HSR No. 31.18(xii)) | BI01010001010000000000000515BI0100001167 | 22 | Each |
| 43 | 43 | Wall socket 5 Amp. on existing sheet (HSR No. 31.18 (xiii)) | BI01010001010000000000000515BI0100001168 | 7 | Each |
| 44 | 44 | 15 Amp. switch on existing sheet (HSR No. 31.18 (xiv)) | BI01010001010000000000000515BI0100001169 | 7 | Each |
| 45 | 45 | 3 pin 15 Amp. Multi socket on existing sheet (HSR No. 31.18 (xv)) | BI01010001010000000000000515BI0100001170 | 7 | Each |
| 46 | 46 | Supply & erection of hexagonal m.s box 1.60mm thick having each side 8 cms ,7.5 cms deep and covered with m.s lid by means of screws including 10mm dia 30cm ling mild steel rod made into suitable suspension hook and erected in R.C.C slab for erection of fan the bottom covered with 3mm thick bakelite sheet with suitable holes (HSR No. 31.18 (xxvi)) | BI01010001010000000000000515BI0100001171 | 6 | Each |
| 47 | 47 | Bakelite 3mm thick sheet including fixing with brass screws and washer (HSR No. 31.18(xviii)) | BI01010001010000000000000515BI0100001172 | 1567.74 | Sqcm |
| 48 | 48 | Erection only of 1 x 40 W or 2 x 40W 1220mm long/ 1x20W or 2x20W 610mm long fluorescent tube with fittings by means of 1 no. 20mm dia conduit pipe 1.6mm thickness with spring loaded brass flange of suitable size including 0.75Sqmm PVC copper flexible cable for connecting the fitting to the adjacent light point including cost of conduit, pipe flanged, PVC flexible cable and petty material required for the same (upto 1/2 length of pipe.) (HSR No. 31.18(xxii)) | BI01010001010000000000000515BI0100001173 | 5 | Each |
| 49 | 49 | ceiling rose flush/surface types (HSR No. 31.18(xvii) | BI01010001010000000000000515BI0100001174 | 12 | Each |
| 50 | 50 | Erection & carriage of fans\nI)Erection of ceiling fan complete with necessary earthing of fan and regulator including carriage from local railway station/goods transport/PWD store to his site of work (HSR item No. 31.20) | BI01010001010000000000000515BI0100001175 | 3 | Each |
| 51 | 51 | Earthing with GI earth pipe 4.5mtr long and 40mm dia with masonry enclosure on the top etc. as required\n(3x2 = 6 Nos. Earthing for pumping machinery set and 1 No.for Bus Bar Panel = 7 Nos.) (HSR item No. 31.22(i)) | BI01010001010000000000000515BI0100001176 | 9 | Each |
| 52 | 52 | Earthing with GI earth pipe 4.5mtr long and 40mm dia with masonry enclosure on the top etc. as required\nExtra for using salt and charcoal/cock for pipe earth electrode as required (HSR item No. 31.22(ii)) | BI01010001010000000000000515BI0100001177 | 9 | Each |
| 53 | 53 | Supply and erection of 60 cm x 60 cm x 3 mm thick copper plate including fixing with necessary bolts and nuts to copper tape. (HSR No. 31.23 (iv)) | BI01010001010000000000000515BI0100001178 | 9 | Each |
| 54 | 54 | PVC insulating wiring in recessed conduit Wiring in 1.5sq mm PVC insulated copper conductor cable in 1.6mm thick conduit pipe \nFan point medium point (HSR item No. 31.36(i))\n | BI01010001010000000000000515BI0100001179 | 4 | Each |
| 55 | 55 | PVC insulating wiring in recessed conduit Wiring in 1.5sq mm PVC insulated copper conductor cable in 1.6mm thick conduit pipe \n\nLight point Medium (HSR item No. 31.36(ii))\n | BI01010001010000000000000515BI0100001180 | 12 | Each |
| 56 | 56 | PVC insulating wiring in recessed conduit Wiring in 1.5sq mm PVC insulated copper conductor cable in 1.6mm thick conduit pipe \n\nTwin light point with 2 ways , 5 amp single pole switch short point (HSR item No. 31.36(iii))\n | BI01010001010000000000000515BI0100001181 | 2 | Each |
| 57 | 57 | PVC insulating wiring in recessed conduit Wiring in 1.5sq mm PVC insulated copper conductor cable in 1.6mm thick conduit pipe \n3 Pin five ampere plug point including earthing the 3rd pin.a)(Short point)(HSR item No. 31.36(vii))\n | BI01010001010000000000000515BI0100001182 | 7 | Each |
| 58 | 58 | PVC insulating wiring in recessed conduit Wiring in 1.5sq mm PVC insulated copper conductor cable in 1.6mm thick conduit pipe \n3 Pin 15 ampere plug point with 4 Sqmm PVC insulated copper conductor cable including earthing the 3rd pin.Short point (HSR item No. 31.36(viii)) (a)\n | BI01010001010000000000000515BI0100001183 | 6 | Each |
| 59 | 59 | supply & erection of pvc usheated copper conductor cable single core 1100 volts grade in pipe of suitable size excluding cost & erection of pipe \n2.5sqmm (HSR item No. 31.40 (i)) | BI01010001010000000000000515BI0100001184 | 132 | Mtr. |
| 60 | 60 | supply & erection of pvc usheated copper conductor cable single core 1100 volts grade in pipe of suitable size excluding cost & erection of pipe 4.0 sqmm (HSR item No. 31.40 (iii)) | BI01010001010000000000000515BI0100001185 | 50 | Mtr. |
| 61 | 61 | supply & erection of pvc conduit pipe ISI marked recessed in walls/ ceiling etc. including ocst of P.V.C bends , inspection box and all other material required to complete 25mm dia. (HSR No. 31.44 (ii)) | BI01010001010000000000000515BI0100001186 | 43 | Mtr |
| 62 | 62 | Cement concrete 1:4:8 with Stone ballast 40 mm nominal size in foundation and plinth. (HSR item No. 10.39) | BI01010001010000000000000515BI0100001187 | 45.77 | Cum |
| 63 | 63 | Base course of floors consisting of 100 mm thick cement concrete 1:8:16 and 100 mm sand or stone filling 40 mm thick grey polsihed florring cement concrete 1:2:4 topping finished with 3mm thick neat coat of cement rubbed and polished.(HSR NO. 14.1+ 14.17) | BI01010001010000000000000515BI0100001188 | 39.07 | Sqm |
| 64 | 64 | 18mm thick grey polished skriting or dado consisting of bottom layers of 15 mm thick cement sand plaster 1:3 and finished with 3 mm thick topping of neat cement rubbed and polished including rounding of junction with floors. (HSR No. 14.18) | BI01010001010000000000000515BI0100001189 | 2.45 | Sqm |
| 65 | 65 | Cement pointing 1:2 deep variety on brick and tile work. (HSR Item No. 15.60) | BI01010001010000000000000515BI0100001190 | 47.59 | Sqm |
| 66 | 66 | White wash three coats. (HSR No. 16.48) | BI01010001010000000000000515BI0100001191 | 61.43 | Sqm |
| 67 | 67 | Cement concrete 1:4:8 with stone aggregate 20 mm nominal size in foundation and plinth (HSR item No. 10.38) | BI01010001010000000000000515BI0100001192 | 12.34 | Cum |
| 68 | 68 | Cement concrete 1:2:4 with stone aggregate 20 mm nominal size in first storey upto 4 metres above plinth level.. (HSR item No. 10.59) | BI01010001010000000000000515BI0100001193 | 2.9 | Cum |
| 69 | 69 | Damp Proof Course 25 mm thick of cement concrete 1:2:4 using stone aggregate with 2 coats of bitumen 20/30 penetration, at 1.65 Kg per sqm laid hot and sanded. (HSR No. 10.115) | BI01010001010000000000000515BI0100001194 | 15.77 | Sqm |
| 70 | 70 | 15 mm cement plaster 1:4 on the rough side of single or half brick wall (HSR No. 15.10) | BI01010001010000000000000515BI0100001195 | 138 | Sqm |
| 71 | 71 | 12 mm cement plaster 1:4 on other side of the wall (HSR No. 15.5) | BI01010001010000000000000515BI0100001196 | 252.55 | Sqm |
| 72 | 72 | Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surface (HSR item No. 16.25) | BI01010001010000000000000515BI0100001197 | 287.25 | Sqm |
| 73 | 73 | Providing and fixing barbed wire fencing circular of dia 500 mm over the boundary wall fixed with G.I Stepledd, tied to 6 mm bar nib wire by provided cut including crilling hole in the angle complete in all respect. (N.S.) | BI01010001010000000000000515BI0100001198 | 75 | Mtr |
| 74 | 74 | Centring and shuttering for sides and soffits of beams haunchings, girders, bressumers and lintels. (Through Rate (HSR No. 9.7) | BI01010001010000000000000515BI0100001199 | 22.96 | Sqm |
| 75 | 75 | Centring and shuttering for sides and soffits of beams haunchings, girders, bressumers and lintels. (Labour Rate (HSR No. 9.7) | BI01010001010000000000000515BI0100001200 | 22.96 | Sqm |
| 76 | 76 | Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chhajjas, shelves etc. inclination not exceeding 25 degree with horizontal (Through Rate) (HSR No. 9.1) | BI01010001010000000000000515BI0100001201 | 33.62 | Sqm |
| 77 | 77 | Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chhajjas, shelves etc. inclination not exceeding 25 degree with horizontal (Labour Rate) (HSR No. 9.1) | BI01010001010000000000000515BI0100001202 | 33.62 | Sqm |
| 78 | 78 | Cement concrete 1:2:4 with stone aggregate 20mm nominal size in foundation and plinth. . (HSR item No. 10.41) | BI01010001010000000000000515BI0100001203 | 20.41 | Cum |
| 79 | 79 | Excavation for pipe lines running under pressure in Trenches and pits, in open area, where disposal of surplus Earth is done along with the alignment and restoration of Unmetaled or unpaved surface to its original condition In ordinary soil Without timbering upto 1.50 mtr. (HSR No. 6.8 (a)) (Note: Rate will be quoted Per cum instead of 100 Cum in HSR) | BI01010001010000000000000515BI0100001204 | 24566.3 | cum |
| 80 | 80 | Excavation for pipe lines running under pressure in Trenches and pits, in open area, where disposal of surplus Earth is done along with the alignment and restoration of Unmetaled or unpaved surface to its original condition In ordinary soil) With timbering and shoring:- Upto 1.5 depth (HSR No. 6.8 (b)(i)) (Note: Rate will be quoted Per cum instead of 100 Cum in HSR) | BI01010001010000000000000515BI0100001205 | 3270 | cum |
| 81 | 81 | Excavation including handling of materials, within 15 metres inclusive of cost of explosive and dressing, compressed air, T & P:- Pick work. (HSR No. 7.1) (Note: Rate will be quoted Per cum instead of 100 Cum in HSR) | BI01010001010000000000000515BI0100001206 | 1800 | cum |
| 82 | 82 | Excavation including handling of materials, within 15 metres inclusive of cost of explosive and dressing, compressed air, T & P:- Pick and Jumper work. (HSR No. 7.2) (Note: Rate will be quoted Per cum instead of 100 Cum in HSR) | BI01010001010000000000000515BI0100001207 | 900 | cum |
| 83 | 83 | Excavation including handling of materials, within 15 metres inclusive of cost of explosive and dressing, compressed air, T & P:- Jumper Work. (HSR No. 7.3) (Note: Rate will be quoted Per cum instead of 100 Cum in HSR) | BI01010001010000000000000515BI0100001208 | 300 | cum |
| 84 | 84 | Dismantling of road including soling and wearing coat, screening and stacking of old serviceable material, complete in all respects. (HSR No. 24.37) (Note: Rate will be quoted Per cum instead of 100 Cum in HSR) | BI01010001010000000000000515BI0100001209 | 288.4 | Sqm |
| 85 | 85 | Providing lowering laying in trenches aligning, fixing in position and jointing ductile iron (DI) ISI marked K-9 grade S&S pipes as per IS: 8329-2000 ( Amended upto date), with internal mortar ligning for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 ( Excluding special accessories) complete including all material, labour, hydraulic testing and commisiioning as per technical specification and as per direction of Engineer.(Including third party inspection from any Govt. Agency ( as approved by Engineer-In-Charge) make as per Haryana DGS&D rate contract approved manufacturer. 600 mm internal dia \nNote- Earth work to be measured and paid separately. (HSR No. 28.61 (x)) | BI01010001010000000000000515BI0100001210 | 11900 | Mtr |
| 86 | 86 | Providing, lowering, laying, aligning, fixing in position and jointing at all level / depths DI standard specials plain / flanged / socketed confirming to IS-9523-2000 with rubber ring (EPDM / SBR) joints such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. Above 300mm dia and upto 600mm dia. (HSR No. 28.65(ii)) | BI01010001010000000000000515BI0100001211 | 15000 | Kg. |
| 87 | 87 | Providing, lowering, laying, aligning, fixing in position and jointing all level / depths CI standard specials plain / flanged / socketed confirming to IS-13382 with rubber ring, nut bolts and rubber sheet such as tees, bends, tapers, caps etc. complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer.Upto 300mm dia. (HSR No. 28.66 (i)) | BI01010001010000000000000515BI0100001212 | 1000 | Kg |
| 88 | 88 | Providing, lowering, laying, aligning, fixing in position and jointing all level / depths CI standard specials plain / flanged / socketed confirming to IS-13382 with rubber ring, nut bolts and rubber sheet such as tees, bends, tapers, caps etc. complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer.Above 300mm dia and upto 600mm dia. (HSR No. 28.66 (ii)) | BI01010001010000000000000515BI0100001213 | 5356 | Kg |
| 89 | 89 | Cement concrete 1:2:4 with stone aggregate 20mm Nominal size for reinforcement concrete work in slab With inclination not exceeding 25 degree with horizontal excluding steel reinforcement but including centering & shuttering laid in position, complete in all respect. (HSR No. 10.82) | BI01010001010000000000000515BI0100001214 | 4.2 | Cum |
| 90 | 90 | Cement concrete 1:2:4 with stone aggregate 20 mm nominal size for reinforced concrete work but excluding steel reinforcement centring and shuttering in foundation and plinth. Extra over item No. 10.79 to 10.94 if 1:1½:3 mix is used instead of 1:2:4. (625.80 + 86.90) (HSR No. 10.79 + 10.95 (a)) | BI01010001010000000000000515BI0100001215 | 39.5 | Cum |
| 91 | 91 | Supply and erection of under ground cable 1 metre below ground level covered with sand and bricks including necessary connections digging and refilling of trenches. 240 Sq. mm 3½ Core Cable ( Armoured). (HSR No. 31.25 (xxxiii)) | BI01010001010000000000000515BI0100001216 | 150 | Mtr. |
| 92 | 92 | Supply & erection of Hot Dip galvanized octagonal pole of 3mm thickness, with base plate including cost of nut and bolts and all accessories as supplied by the manufacture including cost of foundation accessories etc. The foundation bolts as per manufacture design should be hot dipped galvanized pole complete with door locking arrangement. Terminal plate consisting of 2 Nos. 100 A, 4 pole natural links including connection etc. with suitable connection arrangement for 2 No. MCBs/kit kat including cost of R.C.C 1:1. 5:3 for foundation of size 0.7 M x 0.7 M x 1.8 M with minimum 8 Nos. 12mm dia longitudinal MS reinforcement rods with rings of 8mm dia not more than 200mm C.C. for fixing the pole with all labour & material required to complete the job in all respect upto the entire satisfaction of Engineer-in-Charge of the work. 9 Mtr. Long pole with top dia 70mm and bottom dia 155mm with base plate of size 260x260x16mm. (HSR No. 31.68 (iii)) | BI01010001010000000000000515BI0100001217 | 1 | Each |
| 93 | 93 | Supply and erection of XLPE (E)11 KV HT aluminum conductor armoured cable ISI mark laid in existing pipe /tranches/surface with all labour and material required to complete the job in all respect upto the entire satisfaction of the Engineer-in-Charge of the work. 50 sqmm 3 core XLPE Cable. (HSR No. 31.71 (ii)) | BI01010001010000000000000515BI0100001218 | 150 | Mtr. |
| 94 | 94 | Supply and erection of cable tray made out of 2 mm thick galvanized perforated sheet steel including erection of the same on wall or ceiling with necessary fixture and other material required to complete the job to all respect upto the entire satisfaction of Engineer-in-Charge of the work. 50 x 300 mm. (HSR No. 31.81 (iii) | BI01010001010000000000000515BI0100001219 | 30 | Mtr. |
| 95 | 95 | Supplying & fixing of C.I. Double flanged pipe conforming to IS-7181 and amended upto date with ISI marked including cost of Jointing materials, jointing and testing in position as directed by Engineer-in-Charge complete in all respect specification as described in Schedule No. II. \ni) 300 mm i/d | BI01010001010000000000000515BI0100001220 | 30 | Per mtr. |
| 96 | 96 | ii) 400 mm i/d | BI01010001010000000000000515BI0100001221 | 10 | Per mtr. |
| 97 | 97 | Supplying & fixing of C.I. Double flanged pipeline conforming to IS-7181 and amended upto date with ISI marked including cost of earth work, stringing out, layng, Jointing & testing including required jointing in position as directed by Engineer-in-Charge complete in all respect specification as described in Schedule No. II. \ni) 400 mm i/d | BI01010001010000000000000515BI0100001222 | 100 | Per mtr. |
| 98 | 98 | Supplying, fixing, jointing, testing & commissioning of DI sluice valves of PN 1.0 having resilient sheet conforming to IS-14846 and amended upto date with ISI marked as per DNIT specification including cost of jointing material (IVC/VAG make) complete in all respect specification as described in Schedule No. II.\ni) 300 mm i/d | BI01010001010000000000000515BI0100001223 | 6 | Each |
| 99 | 99 | ii) 600 mm i/d (With byepass pressure release valves arrangement) | BI01010001010000000000000515BI0100001224 | 4 | Each |
| 100 | 100 | Supplying, fixing of DI swing check type reflux (non returned valve) of P.N. 1.0 having resilient sheet conforming to IS-5312-1986 and amended upto date with pressure release valve arrangement with ISI marked as per DNIT specification including cost of all required material and accessories complete in all respect. (IVC/VAG make) specification as described in Schedule No. II.\ni) 300 mm i/d | BI01010001010000000000000515BI0100001225 | 6 | Each |
| 101 | 101 | ii) 400 mm i/d | BI01010001010000000000000515BI0100001226 | 1 | Each |
| 102 | 102 | iii) 600 mm i/d | BI01010001010000000000000515BI0100001227 | 4 | Each |
| 103 | 103 | Supplying, erection, testing and commissioning of Cast Iron sluice gate valves 800mm x 800mm of 20 mm thickness conforming to IS-3042 with actuators with ISI marked for connecting Raw Water Inlet Channel including all accessories with cost of joining material complete in all respects specification as described in Schedule No. II\n(Make IVC/Kirloskar) | BI01010001010000000000000515BI0100001228 | 1 | Each |
| 104 | 104 | Supplying and fixing of Automatic DI Air valve single chamber type on DI Rising main consisting two Orifice venting system with 3 functions (Supply and release of air as well as automatic venting during operation) of IVC/VAG make as conforming to IS 14865 as amended upto date with ISI mark incluidng drilling, taping, screwing with 150 mm i/d D.I. pipe upto height of 3.00 mtr. within casing/cover of RCC Coluumn of size 200 mm x 200 mm including construction of RCC Plateform including all required T&P, supply & fixing of D.I. specials complete in all respect specification as described in Schedule No. II.\n150 mm i/d | BI01010001010000000000000515BI0100001229 | 8 | Job |
| 105 | 105 | Supplying and fixing of scour/ sluice valve of 150 mm i/d (IVC/VAG Make) (Installed alongwith DI NRV for scour purpose of 600 mm i/d Raw Water Rising main) incluiding supply & fixing of 150 mm i/d D.I. pipe of required length and specials & DI specials as reqiured in site condition with construction of brick masonary Hodi of size 0.90 x 1.20 mtr. with depth of 1.50 mtr.as per PHED standard specification complete in all respect specification as described in Schedule No. II\n150 mm i/d | BI01010001010000000000000515BI0100001230 | 4 | Job |
| 106 | 106 | Supplying and fixing cast iron coller joint of class-10 marked with IS:8794 for use with D.I. K-9 pipes complete with 2 Nos. rubber rings marked with IS: 5382 & IS: 10292 and appropriate number of nut and bolts marked with IS:1363 including carriage, loading , unloading and other accessories etc. complete in respect to the satisfaction of Engineer-In-Charge. (Excavation will be paid separately.\n(i) 600 mm | BI01010001010000000000000515BI0100001231 | 8 | Each |
| 107 | 107 | Supply & erection of Horizontal centrifugal spilt casing type pumps conforming to all respect IS 1520-1972 of following duties directly coupled to AC squirrel cage induction type electric motor conforming to IS 325-1978 with accessories as described in Schedule No. II complete in all respect (the make shall be of Kirloskar, Crompton, ABB, Siemens, NGFE/ GEC)(Including third party inspection from CEIL)\nA) Raw water pumping set \n(i). 6500 LPM with 90 mtrs head pump with squirrel cage induction type electric motor of 1440 RPM, 3 phase 50 Hz of 4-Star rating | BI01010001010000000000000515BI0100001232 | 3 | Each |
| 108 | 108 | Supply erection, testing & commissioning of Vacuum Ciruit Breaker (VCB) for 11 KV HT Panel having degree of protection not less than IP-42, indoor, metal clad, free floor standing vertical cubicle, deadfront, removal, back cover, facricated with CRCA sheet suitable for 11 KV, 630 A, 3 Phase, 50 Hz, 350 MVA repturing capacity Vacuum Ciruit Breaker (VCBs), Horizontal draw out type spring charger mechanism, 110 V AC Triping coils, indicating lamps, anti pumping contactor, standard multi core terminals, standard wiring and earthing arrangement push buttons, standard paint electrolytic copper busbar mechanical interlocking arrangement indication arrangement closed/ open, spring, charges/ discharged as well as DC trip history tripped/ healthy, cable boxed and all standard fitting & accessories complete in all respect specification as described in Schedule No. II. (Including third party inspection from CEIL) | BI01010001010000000000000515BI0100001233 | 1 | Each |
| 109 | 109 | Supply erection, testing & commisioning of equipment on HT metering panel 11 KV consisting of one no G.O switch, one No. Electric Trivector meter 3 phase 4 wire 0.5 class of accuracy on KW hour point Basis complete with HT CTs of 50/5 amp /110 VA burden and class of 0.5 accuracy and H.T.PT 11 KV - 50/5 Amp./ 110V burden and class of 0.5 accuracy including metering panel with complete accessories in all respects specification as described in Schedule No. II. | BI01010001010000000000000515BI0100001234 | 1 | Each |
| 110 | 110 | Suply erection testing and commissioning in HT epoxy type cable box for jointing of cable. Required for complete erecting of the same such as thimble lugs. Solder compound etc. complete in respect specification as described in Schedule No. II.\na) For outdoor installation \nb) For indoor installation | BI01010001010000000000000515BI0100001235 | 12 | Each |
| 111 | 111 | Supply erection, testing & commissioning of 1 No. Electric Transformer of 630 KVA of standard make suitable rating 11 KV/ 433 Volt step down power 3 phase 50 cycles copper wound outdoor type with manual type changes and termination including required numbers of earthings with copper plates as desired for the suitable rating complete with all accessories complete in all respects specification as described in Schedule No. II.(Including third party inspection from CEIL)\n(i) 630 KVA | BI01010001010000000000000515BI0100001236 | 1 | Each |
| 112 | 112 | Design, supply, installation, testing & commissioning of cubical type L.T. panel suitable for 630 V, 3 phase, 4 wire 50 Hz AC supply system fabricated in compartmentalized design from CRCA sheet steel of 16 SWG thick for frame work & covers, 3 mm thick for gland plates i/c cleaning & finishing complete with 7 tank process for approved shades, having 630 Amp. Capacity extensible type TPN Aluminum Alloy Bus bar for high conductivity, DMC/SMC bus bar supports, Panel Manufacturer shall have CPRI test certificate for short circuit with stand capacity of 31 MVA for 1 Sec. bottom based channel of MS section not less than 100 mm x 50 mm x 5 mm thick, entire panel shall have a common tinned copper earth bar of size 25 mm x 5 mm at the rear with 2 Nos. earth stud, solid connections from main bus bar to switch gears with required size of Aluminum bus bar and control wiring with 2.5 sq. mm FRLS insulated copper conductor S/C Cable, Cable alleys, Cable gland plates in two half, i/c providing following switch gears etc. as required. The design and drawing of panel board will be approved from Engineer-in-Charge before installation at site. \nOutgoing for pumping machineries & soft starter with following items:\nIncomer MCCB 630 Amp. 36 KA Ics 4 pole, complete with spreader links, phase barriers and ROM of make : L&T D Sine, Schneider NSX compact, Siemens 3 VL, Digital Multi Functional Meter with CT of 400/5, Amp. and RYB indicator for phase identification of Make : L&T Vega Series or equivalent in ABB and Siemens, Schneider, Siemens, ABB\n\nOutgoing Feeder 1 No. 630 Amp. 36 KA Ics 3 Pole, complete with spreader links, phase barrier and ROM of Make : L&T D Sine. Schneider NSX Compact, Siemens 3VL, for existing feeder (existing load)(Including third party inspection from any Govt. Agency ( as approved by Engineer-In-Charge) make as per Haryana DGS&D rate contract approved manufacturer. \ni) 1 No. MCCB 630 Amp. 25 KA Ics 3 Pole, complete with spreader links, phase barrier and ROM of Make : L&T D Sine, Schneider NSX Compact, Siemens 3VL.\nii) 3 No. Inline contractor for soft starter AC 3x265 Amp. of make MNX 70 of L&T or equivalent in ABB/Siemens.\niii) 1 No. soft starter for motor with inside delta connection min 70A for 6 wire Connection Cat No. EMX3-0023B-411 of L&T or Equivalent model 3RW44 of Siemens/PSTB of ABB\n\nNote :- Suitable Size of Semiconductor fuse shall be used for Backup protection of soft starter \nDesign, supply, installation, testing and commissioning of APFC Panel of 14.50 KVAR of suitable steps capacity suitable for operation on 415 + 5% volt, 3 phase, 50 Hz, AC supply having heavy duty static capacitors (Without oil) of suitable rating complete with TP MCCB of 630 Amps. 36 KA (Ics=100%) capacity and 800 A Capacity Bus-bar in continuous with L.T. Panel with adjustable thermal magnetic bases release for over current & short circuit protection as incomer of the panel, of suitable step microprocessor based power factor controller, duty contractors for each capacitors protected with suitable rating MCCBs of minimum 18 KA ICs breaking capacity having thermal magnetic release for over load & short note circuit protection, cooling fans for panel and Digital multifunction meter, Class-1.0, indicating lights, earthing the panel etc. as reqd. The Panel should be manufactured with 2mm thick CRCA sheet duly powder coated etc. The APFC Panel shall be in continuous with L.T. Panel. Makes of Capacitor/ contactor/ MCCB/ APFC Controller : L&T/ Siemens/ ABB\n(For run the squirrel cage induction electric motor of 1440 rpm 3 phase 50 Hzs of 4 star rating to run the raw water pump having discharge 6500 lpm with 90 mtr. Head)(Including third party inspection from CEIL). | BI01010001010000000000000515BI0100001237 | 3 | Each |
| 113 | 113 | Supply, erection, testing & commissioning of wall mounted electrical Bus Bar panel board, fabricated from 16 SWG CRCA sheet duly stouted with suitable angle iron frame work and completely powder coated of approximate size 900x1200mm with 900mm deep having follwing accessories specification as described in Schedule No. II.\n1. Incomer switch 800 Amp.\n2. Copper bus bar chamber of 800 Amp. Capacity.\n3. Volt meter 100x100mm range 0 to 500 V (AE/KAPPA/L&T)\n4. Indicting Lamp One set\n5. Copper Bus Bar (Size 60 mm x 12 mm) 3 Nos\n\n(Bus Bar for 3 Nos. pumping set of 6500 lpm with 90 Mtr. Head) | BI01010001010000000000000515BI0100001238 | 1 | Each |
| 114 | 114 | Supply, erection, testing of single core copper wire with ISI marked for making connection with LT Panel Board to electric motor and other electric appliances with underground system in PVC/flexible pipes/ Cable tray with all required accessories like thimble etc. as directed by Engineer-in-Charge complete in all respect specification as described in Schedule No. II\ni) 95 Sq. mm sinle core copper wire | BI01010001010000000000000515BI0100001239 | 200 | Mtr. |
| 115 | 115 | Supply, erection, testing of 3 core copper wire with ISI marked for making connection with LT Panel Board to vacuum pump & dewatering pump and other electric appliances with underground system in PVC/flexible pipes/ Cable tray with all required accessories like thimble etc. as directed by Engineer-in-Charge complete in all respect specification as described in Schedule No. II\ni) 2.50 mm sq. three core (For Vaccum Pump & Dewatering Pump) | BI01010001010000000000000515BI0100001240 | 30 | Mtr. |
| 116 | 116 | Supply erection testing and commissioning of Electronic FLOW METER (KRONE Make) with digital display for required size complete in all respect specification as described in Schedule No. II\n400 mm i/d | BI01010001010000000000000515BI0100001241 | 1 | Each |
| 117 | 117 | Supply erection, and commissioning of electric operated dewatering pump of 3.00 BHP (Kirlosker make) complete from priming with wiring starters switches etc. also including with the required GI pipe (B Class), valves, special etc. complete in all respect specification as described in Schedule No. II | BI01010001010000000000000515BI0100001242 | 1 | Each |
| 118 | 118 | Supply erection, and commissioning of Vaccum Pump 2.00 BHP (Kirloskar Make Model KV 30 32x32 mm 2900 RPM with CI Impeller) with all accessories i.e. 25 mm GI Pipe avg. 30 mtr., Goli Valve 25 mm 2 No. Goli Valve, 15 mm 6 No., Electric Panel 300 ltr. PVC water tank etc. complete work in all respect specification as described in Schedule No. II | BI01010001010000000000000515BI0100001243 | 1 | Each |
| 119 | 119 | Supply erection testing and commissioning of Pressure gauge with glistening immersed complete in all respect. | BI01010001010000000000000515BI0100001244 | 3 | Each |
| 120 | 120 | Supply erection testing and commissioning of exhaust fans of size 300 mm i/d (12\") each having a capacity of 45 cubic meters per minutes, complete with suitable G.I sheet Ducting in meter room and pump Chamber and energy for the sites. | BI01010001010000000000000515BI0100001245 | 3 | Each |
| 121 | 121 | Supply erection & testing of Ceiling fan of size 48\" i/d (1200 mm) of reputed ISI make with suitable GI pipe complete in all respect. | BI01010001010000000000000515BI0100001246 | 3 | Each |
| 122 | 122 | Supply & fixing of insulated rubber matting suitable for 11 KV installation of size 1 Mtr. x 2 Mtr. x 3 mm/ as per panel space for sites as per specfification giving in IS Code 15650-2006 complete in all respect. | BI01010001010000000000000515BI0100001247 | 6 | Each |
| 123 | 123 | Providing & fixing barbed wire fencing in circullar shape of dia 500 mm over the boundary wall fixed with G.I. stepledd, tied to 6 mm bar nib with binding wire by provided cut including drilling in the angle complete in all respect. | BI01010001010000000000000515BI0100001248 | 50 | Per mtr. |
| 124 | 124 | Supplying and fixing CI mechanical dismantling Joints of PN 1.0 with rubber gaskets and nut bolt of required size complete in all respect.\n(e) 300 mm | BI01010001010000000000000515BI0100001249 | 6 | Each |
| 125 | 125 | Supplying & fixing of Gentry in existing Pump Chamber for fixing & taking out buring pumping machinery having complete in all respect\n3.00 Tone capacity | BI01010001010000000000000515BI0100001250 | 1 | Each |
| 126 | 126 | Supplying erection & testing of LED Light of 100 watts (Manufactured by reputed make i.e. Phillips/ Bajaj/ Crompton/ G.E./ Wipro) including all required fittings and accessories complete in all respect. | BI01010001010000000000000515BI0100001251 | 4 | Each |
| 127 | 127 | Provision for crossing of 3 No. Broad Gauge Railway Track from which runs Rewari to Phulera through 835 mm o/d MS casing pipe of required thickness as per PHED standard through trenchless technology & all required accessories complete in all respect. (i) Horizontal boring of size 845mm i/d by Augar boring method trenchless technology including construction of thrust pit complete in all respect. | BI01010001010000000000000515BI0100001252 | 75 | Mtr |
| 128 | 128 | Provision for crossing of 3 No. Broad Gauge Railway Track from which runs Rewari to Phulera through 835 mm o/d MS casing pipe of required thickness as per PHED standard through trenchless technology & all required accessories complete in all respect. (ii) Providing & insertion of 800mmi/d or 835mm o/d MS casing Pipe having thickness 17.48 mm including Cutting, bevelling, trending and grinding and radio graphically welding of MS Pipe with coating on inner and outer side of MS Pipe with high built epoxy paint of thickness 250micron complete on all respects. | BI01010001010000000000000515BI0100001253 | 75 | Mtr |
| 129 | 129 | Provision for crossing of 3 No. Broad Gauge Railway Track from which runs Rewari to Phulera through 835 mm o/d MS casing pipe of required thickness as per PHED standard through trenchless technology & all required accessories complete in all respect. (iii) Providing & insertion of 600mm i/d or 635mm o/d MS carrier Pipe having thickness 17.48 mm with flange & nut bolt complete, including Cutting, bevelling, grinding and radio graphically welding of MS Pipe with coating on inner and outer side of MS Pipe with high built epoxy paint of thickness 250 micron complete in all respects | BI01010001010000000000000515BI0100001254 | 75 | Mtr |
| 130 | 130 | Provision for crossing of 3 No. Broad Gauge Railway Track from which runs Rewari to Phulera through 835 mm o/d MS casing pipe of required thickness as per PHED standard through trenchless technology & all required accessories complete in all respect. (iv) Providing & Fixing of HDPE spacer complete in all respect. | BI01010001010000000000000515BI0100001255 | 75 | Mtr |
| 131 | 131 | Provision for crossing of 3 No. Broad Gauge Railway Track from which runs Rewari to Phulera through 835 mm o/d MS casing pipe of required thickness as per PHED standard through trenchless technology & all required accessories complete in all respect. (v) Provision for probe Redar survey to check any underground obstruction before finalizing the alignment complete in all respect. | BI01010001010000000000000515BI0100001256 | 75 | Mtr |
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