Public Health Engineering Department-PHED has published Laying Fixing Of Pipes, Const Of Head Works / Deck Bridge , Const Of 0.40 Lac Gallons Capacity Ssfp , Const Of 0.20 Lac Gallons Capacity Rcc Dome Type Reconstruction Of 01 No Sluice Chamber, Chain Link Fencing, For Wss Guihard Under Jjm. Submission Date for this Tender is 28-12-2022. Bridge Work Tenders in Anantnag Jammu And Kashmir. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 29-Sep-2022 | extension1 | Date | 10-10-2022 |
| 2 | 10-Oct-2022 | extension2 | Date | 20-10-2022 |
| 3 | 20-Oct-2022 | Extension2 | Date | 01-11-2022 |
| 4 | 02-Nov-2022 | extension4 | Date | 10-11-2022 |
| 5 | 11-Nov-2022 | Extension5th | Date | 25-11-2022 |
| 6 | 23-Nov-2022 | Modification | Date | 05-12-2022 |
| 7 | 05-Dec-2022 | Extension6th | Date | 17-12-2022 |
| 8 | 17-Dec-2022 | date extension/Modification | Date | 28-12-2022 |
| Sl. No. | Item Description |
| 1 | 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 sqm 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) |
| 2 | Ordinary rock : |
| 3 | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : |
| 4 | All kinds of soil : |
| 5 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. |
| 6 | All kinds of soil : |
| 7 | Ordinary rock : |
| 8 | 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 andramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: |
| 9 | All kinds of soil : |
| 10 | 1 meter from cutting edge |
| 11 | 25 meter beyond 1 m from cutting edge |
| 12 | 50 meter beyond 1 m from cutting edge |
| 13 | Ordinary rock : |
| 14 | 1 meter from cutting edge |
| 15 | 25 meter beyond 1 m from cutting edge |
| 16 | 50 meter beyond 1 m from cutting edge |
| 17 | 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: |
| 18 | All kinds of soil : |
| 19 | Ordinary rock : |
| 20 | Laying in position centrifugally cast (spun) iron S&S or flanged pipes (excluding cost of pipe) |
| 21 | Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket. |
| 22 | 80 mm dia pipes |
| 23 | 100 mm dia pipes |
| 24 | 150 mm dia pipes |
| 25 | 200 mm dia pipes |
| 26 | 250 mm dia pipes |
| 27 | 300 mm dia pipes |
| 28 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. |
| 29 | 100 mm dia |
| 30 | 80 mm dia |
| 31 | 65 mm dia |
| 32 | 50 mm dia |
| 33 | 40 mm dia |
| 34 | 25 mm dia |
| 35 | 20 mm dia |
| 36 | 15 mm dia |
| 37 | 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. |
| 38 | Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge. |
| 39 | Providing and laying hand packed stone soling 50 mm nominal size including filling, spreading, dressing,ramming, all leads lifts and all carriages complete. |
| 40 | 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: |
| 41 | 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) |
| 42 | 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) |
| 43 | 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 44 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 gradedstone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. |
| 45 | 50 mm thick with 20mm nominal size stone aggregate. |
| 46 | 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 |
| 47 | 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 48 | 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 49 | 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. |
| 50 | 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 51 | Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: |
| 52 | Cement mortar 1:6 (1 Cement : 6 coarse sand) |
| 53 | Dry random rubble masonry with hard stone in foundation and plinth: |
| 54 | With bond stone. |
| 55 | Providing and laying damp-proofCourse 50 mm thickwith cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete |
| 56 | Pointing on stone work with cement mortar 1 : 3 (1 cement : 3 fine sand) |
| 57 | Flush/Ruled Pointing |
| 58 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : |
| 59 | Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 60 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 61 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or with dash fasteners shall be paid for separately): |
| 62 | First class kail wood |
| 63 | Providing and fixing glazed shutters for doors, windows and clerestory windows using 4mm thick float glass panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. |
| 64 | First class kail wood |
| 65 | Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note: -Butt hinges and necessary screws shall be paid separately). |
| 66 | First class kail wood |
| 67 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick. |
| 68 | First class kail wood |
| 69 | Providing and fixing wire gauze shutters using galvanized M.S. wire gauze of average width for aperture 1.4 mm in both directions with wire of dia. 0.63 mm for doors, windows and clerestory windows with ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws as per direction of Engineer-in-charge : |
| 70 | First class kail wood |
| 71 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with: |
| 72 | 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 73 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 ( 1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 74 | Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturers) of 1st quality conforming to IS: 15622 of approved make, laidon 20 mm thick bed of cement mortar 1: 4( 1 cement : 4 coarse sand) including pointing the joints with white cement and matching pigment etc., complete. |
| 75 | In all colours, shades, except White, Ivory, Fume Red Brown |
| 76 | Providing & fixing White vitreous china water closet squatting pan(Indian type) along with “S” or “P” trap including dismantling of old WC seat and “S” or “P” trap at site complete with all operations including all necessary materials, labour and disposal of dismantled material i/c malba, all complete as per the direction of Engineer-in charge. |
| 77 | Orissa pattern W.C Pan of size 580x440 mm |
| 78 | P/F Salem stainless steel AISI 304 (18/8) Kitchen sink as per IS 13983 with CI brackets and stainless steel plug 40mm incl. painting of fittings and brackets, cutting and making good the walls whereever required 610 x 510x200mm bowl depth 200mm |
| 79 | P/F of PVC waste pipe for sink with fitting complete 40mm dia |
| 80 | P/F of PVC Sanitary fittings |
| 81 | Providing corrugated G. S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/vertical or curved surface)excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.63 mm thick with zinc coating not less than 275 gram/m2 |
| 82 | Providing ridges or hips of width 60cm over all width plain GS Sheets fixed with polymer coated J or L hooks, bolts & nuts 8mm dia GI limpet & bitumen washers complete 0.63 mm thick with zinc coating not less than 275 gram/m2 |
| 83 | Providing and fixing plained eaves boarding. 250x32 mm (nominal size ) |
| 84 | P/F of 12 mm thick plyboard soffit along with supporting of first class popular wood ballies |
| 85 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-incharge. Made of G.I. wire of dia 4 mm |
| 86 | 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. 1 mm thick |
| 87 | Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound) content less than 50 grams/ liter, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. Two coats |
| 88 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 89 | Finishing with Deluxe multi surface paint system for interiors and exteriors using primer as per manufacturers’ specifications: |
| 90 | Painting wood work with deluxe multi surface paint of required shade. Two or more coats applied @ 0.90litre/10sqmover an under coat of primer applied @ 0.75litre/10sqm of approved brand and manufacture |
| 91 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work |
| 92 | P/F of MS clips in the blocks |
| 93 | Hand-packing stones in wire-crates; excluding cost of crates and stones |
| 94 | Makingknitted wire crates of approved mesh-size; including weaving, binding sides and partitions, and binding top after filling; excluding cost of filling, stones and weaving materials |
| 95 | Engagement of labours for extraction of stones from different spots along the Nallah incl. carriage of stones from the extraction site up to actual site of work by manaul means Avg. 500 Mtr |
| 96 | Cost of wire 4mm of steel for knitting of creates incld. Carriage complete. |
| 97 | Providing and laying upto floor v level reinforced cement concrete in kerbs, steps and the like including curing but excluding the cost of centering, shuttering, finishing and reinforcement with: |
| 98 | 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 99 | Reinforced cement concrete work in arches, arch ribs, domes, vaults shells, folded plate and roofs having slope more than 15° upto floor five level level including curing but excluding the cost of centering, shuttering finishing and reinforcement with: |
| 100 | 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size |
| 101 | Reinforced cement concrete work in chimneys, shafts upto floor five level including curing complete but excluding the cost of centering, shuttering, finishing and reinforcement with: |
| 102 | 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 103 | Providing and laying in position machine batched and machine mixed design mix M-25 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. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. |
| 104 | All works upto plinth level |
| 105 | All works above plinth level upto floor V level |
| 106 | Extra for providing richer mixes at all floor levels. Note:- Excess/ less cement over the specified cement content used is payable/ recoverable separately. 5.35.1 Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum) |
| 107 | Extra for R.C.C./B.M.C./R.M.C. work above floor V level for each four floors or part thereof. |
| 108 | Add or deduct for using more or less cement in the items of design mix over and above the specified cement content therein. |
| 109 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 110 | Foundations, footings, bases of columns etc. for mass concrete. |
| 111 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 112 | Suspended floors, roofs, landings, balconies and access platforms. |
| 113 | Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 114 | Lintel, beams, plinth beams, girders, bressumers and cantilevers with waterproofing ply 12 mm thick |
| 115 | Suspended floors, roofs, landings, balconies and access platform with waterproofing ply 12 mm thick |
| 116 | Columns, pillars, piers, abutments, posts and struts. |
| 117 | Stairs (excluding landings) except spiral staircases. |
| 118 | Spiral staircases (including landings) |
| 119 | Arches, domes, vaults upto 6 m span |
| 120 | Extra for arches, domes, vaults exceeding 6 m span |
| 121 | Chimney and shafts |
| 122 | Edges of slabs and breaks in floors and walls |
| 123 | Extra for shuttering in circular work (20% of respective centering and Shuttering items) |
| 124 | Foundations, footings, bases of columns etc. for mass concrete. |
| 125 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 126 | Suspended floors, roofs, landings, balconies and access platforms. |
| 127 | Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 128 | Columns, pillars, piers, abutments, posts and struts. |
| 129 | Stairs (excluding landings) except spiral staircases. |
| 130 | Spiral staircases (including landings) |
| 131 | Arches, domes, vaults upto 6 m span |
| 132 | Extra for arches, domes, vaults exceeding 6 m span |
| 133 | Chimney and shafts |
| 134 | Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and de-centering at all levels, over a height of 3.5 m, for every additional height of 1 meter or part thereof (Plan area to be measured). |
| 135 | Suspended floors, roofs, landings, beams and balconies (plan area to be measured) |
| 136 | Providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. (1 kg of water proofing material in 50 kg of cement) |
| 137 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all completeapproved make from factory/workshop to construction site including placing in position and binding all complete upto plinth level. |
| 138 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 139 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. |
| 140 | M.S. tube |
| 141 | E.R.W. tubes |
| 142 | G.I. pipes |
| 143 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 144 | 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. |
| 145 | Riveted and bolted |
| 146 | Welded |
| 147 | 12mm Cement plaster finished with a floating coat of neat cement of mix: |
| 148 | 1 : 3 ( 1 cement : 3 fine sand) |
| 149 | 1 : 4 ( 1 cement : 4 fine sand) |
| 150 | 12mm Cement plasterof mix: |
| 151 | 1 : 4 ( 1 cement : 4 coarse sand) |
| 152 | 1 : 6 ( 1 cement : 6 coarse sand) |
| 153 | 6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand) |
| 154 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 155 | Applying priming coat: |
| 156 | With ready mixed red oxide Zinc Chromate primer of approved brand and manufacture on steel galvanized iron/steel works |
| 157 | With ready mixed red oxide Zinc Chromate primer of approved brand and manufacture on steel work (second coat) |
| 158 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 159 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc complete |
| 160 | On steel work |
| 161 | On concrete work |
| 162 | Providing & fixing of MS fittings viz bends of suitable degree, tees, collars etc to be fabricated from 6mm Nominal Size MS plate as per the requirement of site including cost of welding. The work should be leakproof and should be painted with anti corrosive red oxide primer. Complete Job. |
| 163 | Providing and laying D.I. standard specials such as tees, bends, collars, tapers, caps etc. suitable for flanged jointing as per IS : 1538 (as per site requirement) |
| 164 | Up to 300 mm dia. |
| 165 | Over 300 mm dia. |
| 166 | Providing and fixing D.I. sluice valves Class 1 (with cap) complete with rubber insertions, bolts, nuts, extention rod, joint connector, supporting pedestal with base plate, top plate and necessary anchoring boltsetc. (the tail pieces if required will be paid separately). Confirming to IS:14846 read with latest amendments. |
| 167 | 80 mm dia. |
| 168 | 100 mm dia. |
| 169 | 125 mm dia. |
| 170 | 150 mm dia. |
| 171 | 200 mm dia. |
| 172 | 250 mm dia. |
| 173 | Providing and fixing of MS flanged joints (12mm thick) to double flanged GI/DI pipes including cutting of pipes, welding charges, cutting of flanges, rubber gasket, bolts, nuts including testing of joint and sorts of carriages. Complete Job. |
| 174 | 80 mm dia. pipe |
| 175 | 100 mm dia. pipe |
| 176 | 125 mm dia. pipe |
| 177 | 150 mm dia. pipe |
| 178 | 200 mm dia. pipe |
| 179 | 250 mm dia. pipe |
| 180 | 300 mm dia. pipe |
| 181 | 350 mm dia. Pipe |
| 182 | P/f of Di/ GI bends, tees, unions, elbows, nipples etc. |
| 183 | 150 mm dia.DI bends/tees |
| 184 | 100/80 mm dia. GI bends/tees |
| 185 | 50 mm dia. GI bends/tees |
| 186 | 50 mm dia. GI Unions |
| 187 | 40 mm dia. GI Unions |
| 188 | 25 mm dia. GI Unions |
| 189 | 20/15 mm dia. GI Unions |
| 190 | 25/20/15 mm dia.tees |
| 191 | 40/25/20 mm dia. Elbow |
| 192 | Providing and Placing in position suitable PVC water stops conforming to IS : 12200 for construction / expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete. |
| 193 | Serrated with central bulb (225 mm wide, 8-11mm thick) |
| 194 | Dumb bell with central bulb (180mm wide, 8mm thick) |
| 195 | Kickers (320mm wide, 5mm thick) |
| 196 | Providing and applying of swellable type water stop tape, 19mm x 25mm thick in linear meter (expansive nature) for construction joints treatment of RCC structure such as raft slab, retaining walls, water storage tank and at the junctions of raft slab with the retaining walls etc.. After cleaning the surface, one coat of required primer for swellable water stop tape shall be applied throughout the length of the joint @3.78 litre per 240 running meter. Over the primed surface swellable type water stop tape shall be placed. The work shall be carried out all complete as per specification and the direction of the Engineer-In-Charge. The product performance shall carry guarantee for 10 years against any leakage |
| 197 | Providing & fixing of 0.63mm thick PGI sheets at construction joints including all leads and lifts complete job as directed by Engineer-in-charge |
| 198 | Providing, laying and placing of stone slab of nominal thickness 40 mm thick (undressed) |
| 199 | Providing and Fixing of MS Pipes /steelbars /Angle incl flanges ,fabrication of MS Bends ,Tees ,Steel Door and Stair using welding machine /Genset at site complete. |
| 200 | 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 M.S. angles 40x40x6mm for diagonal braces |
| 201 | P/L ofBaramullah slabs of approved quality from Ganderbal incld all leads lifts and carriages upto actual site of work complete job |
| 202 | Supply and filling of filter media from approved source - Sand (Coarse filter sand - in filter beds. Including all carriages, complete job |
| 203 | Carraige of material from Different sources to nearest dumping site of workincl loading, unloading & stacking by mechanical transport |
| 204 | Cement/ Steelavg.40 kms |
| 205 | Cement/ Steelavg.46 kms |
| 206 | Cement/ Steelavg.60 kms |
| 207 | Cement/ Steelavg.30 kms |
| 208 | Sand / 20 mm Agg. Avg.60 kms |
| 209 | Sand / 20 mm Agg. Avg. 25 kms |
| 210 | Sand / 20 mm Agg. Avg. 30 kms |
| 211 | Sand and 20 mm Agg.Avg. 40 kms |
| 212 | Sand Avg. 70 kms |
| 213 | 20 mm Agg.Avg. 45 kms |
| 214 | Below 100 mm dia GI pipe/Cement /steel Avg. 25 Km |
| 215 | 40 mm Agg.Avg. 60 kms |
| 216 | 40 mm Agg.Avg. 40 kms |
| 217 | 40 mm Agg.Avg. 30 kms |
| 218 | Sand Avg. 44 km |
| 219 | Sand and 20 mm Agg. Avg. 46 km |
| 220 | 40 mm Agg. Avg 46 km |
| 221 | Stone soiling Avg. 35 km |
| 222 | 150 mm dia DI Avg. 50 km |
| 223 | 100 mm dia DI Avg. 50 km |
| 224 | Below 100 mm dia GI pipe /Cement /steel Avg. 50 Km |
| 225 | Bircks Avg. 35 Km |
| 226 | Wire crates Avg. 40 Km |
| 227 | Extra carriage of materials by manual means from dumping site to actual site of work |
| 228 | Cement/ steel 1000mtr lead |
| 229 | Cement/ steel 600mtr lead |
| 230 | Cement/ steel 1500mtr lead |
| 231 | Cement/ steel 400mtr lead |
| 232 | Steel 1500 mtrs lead |
| 233 | Sand and aggregate 20 mm nominal size avg lead 1500 mtrs |
| 234 | Sand and aggregate 20 mm nominal size avg lead 600 mtrs |
| 235 | Sand and aggregate 20 mm nominal size avg lead 1000 mtrs |
| 236 | 40 mm Agg. 1500 mtr lead |
| 237 | 40 mm Agg. 400mtr lead |
| 238 | 40 mm Agg. 600 mtr lead |
| 239 | 40 mm Agg. 1000 mtr lead |
| 240 | Stone/ Soiling 1000 mtr |
| 241 | Stone/ Soiling 400 mtr |
| 242 | 150 mm dia DI Avg. 1500 mtrs lead |
| 243 | 100 mm dia DI Avg. 1500 mtrs lead |
| 244 | Below 100 mm dia GI pipe Avg. 1500 mtr |
| 245 | Sand / 20 mm Agg. Avg. 400 kms |
| 246 | Bircks Avg. 400 mtr |
| 247 | Quary stone / stone soiling Avg. 1500 mtr |
| 248 | Quary stone / stone soiling Avg.600 mtr |
| 249 | Wire crates Avg. 400 mtr |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
