Tender For Laying Fitting Of Rising Main,Gravity Main Distribution Network Of G.I.Pipes,Of Wss Kashirah Jjm
Tender Overview
Project Description
Laying Fitting Of Rising Main, Gravity Main Distribution Network Of G.I.Pipes, Of Wss Kashirah Jjm
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 09-Mar-2023 | Date extend | Date | 16-Mar-2023 |
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in bulk excavation by manual meansover areas (exceeding 30 cm in depth, 1.5m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5m, as directed by Engineer-in-Charge. All kinds of soil. |
| 2 | Earth work in excavation by manual means in trenches for foundation , drains , pipes cables etc (not exceeding 1.5 mtr 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 inall kinds of soils. |
| 3 | Laying and fitting of G.I pipe ( all classes) complete includingfitting and excluding cost of pipes and earthwork G.I Pipe 150mm dia |
| 4 | Laying and fitting of G.I pipe ( all classes)complete includingcost of pipe special, but excluding cost of pipes and earthwork. G.I Pipe 100mm dia (M+L) |
| 5 | Laying and fitting of G.I pipe ( all classes)complete includingcost of pipe special, but excluding cost of pipes and earthwork. G.I Pipe 80mm dia (L) |
| 6 | Laying and fitting of G.I pipe ( all classes)completeincludingcost of pipe special, but excluding cost of pipes and earthwork. G.I Pipe 65 mm dia (L) |
| 7 | Laying and fitting of G.I pipe ( all classes)completeincludingcost of pipe special, but excluding cost of pipes and earthwork. G.I Pipe 50 mm dia |
| 8 | Laying and fitting of G.I pipe ( all classes)complete includingcost of pipe special, but excluding cost of pipes and earthwork. G.I Pipe 40 mm dia |
| 9 | Laying and fitting of G.I pipe ( all classes)complete includingcost of pipe special, but excluding cost of pipes and earthwork. G.I Pipe 32 mm dia |
| 10 | Laying and fitting of G.I pipe ( all classes)complete includingcost of pipe special, but excluding cost of pipes and earthwork. G.I Pipe 25 mm dia |
| 11 | Laying and fitting of G.I pipe ( all classes)complete includingcost of pipe special, but excluding cost of pipes and earthwork. G.I Pipe 20 mm dia |
| 12 | Laying and fitting of G.I pipe ( all classes)completeincludingcost of pipe special, but excluding cost of pipes and earthwork. G.I Pipe 15 mm dia |
| 13 | Laying and fitting of HDPE pipe 75mm dia includingcost of fitting and Overheads but excluding cost of pipes, earth work in excavation, Refilling & Supply / fixing of Gate valves / Sluice Valves |
| 14 | Laying and fitting of HDPE pipe includingcost of Pipe specials and overheads but excluding the cost of pipes,earth work in excavation, Refilling & Supply / fixing of Gate valves and Sluice ValvesHDPE Pipe 63 mm dia |
| 15 | Laying and fitting of HDPE pipe includingcost of Pipe specials and overheads but excluding the cost of pipes,earth work in excavation, Refilling & Supply / fixing of Gate valves and Sluice ValvesHDPE Pipe 50 mm dia |
| 16 | Laying and fitting of HDPE pipe includingcost of Pipe specials and overheads but excluding the cost of pipes,earth work in excavation, Refilling & Supply / fixing of Gate valves and Sluice ValvesHDPE Pipe 40 mm dia |
| 17 | Laying and fitting of HDPE pipe includingcost of Pipe specials and overheads but excluding the cost of pipes,earth work in excavation, Refilling & Supply / fixing of Gate valves and Sluice ValvesHDPE Pipe 32 mm dia |
| 18 | Laying and fitting of HDPE pipe 25mm dia includingcost of fitting and Overheads but excluding cost of pipes, earth work in excavation, Refilling & Supply / fixing of Gate valves / Sluice Valves |
| 19 | Supplying and stacking at site63 mm to 45 mm |
| 20 | Supplying and stacking at site53 mm to 22.40 mm |
| 21 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density |
| 22 | Supplying and stacking at site11.2 mm nominal size (Type B) |
| 23 | Supplying and stacking at siteGood Earth |
| 24 | Supplying and stacking at siteStone Dust |
| 25 | Providing and applying tack coat using hot straight run bitumen of grade – VG-10, 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 W.B.M. @ 0.75 Kg/sqm. |
| 26 | 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 perspecifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge50 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 |
| 27 | Providing and applying tack coat using hot straight run bitumen of grade – VG-10, 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 specificationsOn bitumen surface @ 0.50 Kg/sqm |
| 28 | 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 1 1.2 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).With paving Asphalt grade VG-30 with no solvent. |
| 29 | 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-10 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. |
| 30 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating eachdeposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 31 | Dismanttling manually/mechanically including stacking of serviceable material and disposal of unserviceable material within 50 meter lead as per direction of Engineer-in-charge: Water bound macadam road. |
| 32 | Dismanttling manually/mechanically including stacking of serviceable material and disposal of unserviceable material within 50 meter lead as per direction of Engineer-in-charge: Bituminous road. |
| 33 | Providing & Fixing brass bib cock of approved quality 15 mm nominal bore |
| 34 | Providing & fixingbrass ferrule with C.I . Mouth cover including boring & tapping the main 15 mm nominal bore |
| 35 | Welding of joints by electric arc welding including, testing and commissioning of joints including carriage of set and all other accessories including making arrangement for electric supply/arrangement for Generator etccomplete |
| 36 | Welding, including transportation of plant at site etc. completeBy gas plant |
| 37 | Reflux valves: ISI Marked/Heavy duty swing check type Reflux (Non return) valves for water works purposes single door pattern conforming to IS: 5312(Part - I) - 1984 with upto date amendments nominal pressure as mentioned 100 mm dia (PN 1.6) |
| 38 | Sliuce valve: ISI Marked/Heavy duty Sluice valve (Variety:PD) for water works purpose, CI double flanged type with hand wheels and pressure desiganation conforming to IS 4846/2000 with upto date amendments. Components/part of Sluice valves shall be manufactured from basis material given in relevant IS:Code. The valves shall be tested for (Closed end test) against hydrostatic test requirement. 150MM dia (PN 1.6 ) |
| 39 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). 150MM dia |
| 40 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). 100MM dia |
| 41 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). 80MM dia |
| 42 | Providing and installing approved make CI double wall kinetic air valve IS 14845 having small Orifice elastic ball resting on gun metal orifice nipple, large orifice vulcanite ball seating on moulded seating, valve with built in kinetic features, isolating sluice valve mounted in horizontal position and operated by a meter wheel gearing valve suitable for a maximum working pressure of following dia meter in the proposed rising mains with jointing materials (bolts, nuts, gaskets, washers, rubber insertions) complete including testing 1.6 MPa (16 Kg/cm2) |
| 43 | Making interconnection of G I distribution branch with G IMainby providing and fixing tee, union incl. cutting and threading of pipe etc complete50mm to 80mm dia. |
| 44 | Making interconnection of G I distribution branch with G IMainby providing and fixing tee, union incl. cutting and threading of pipe etc complete25mm to 40mm dia. |
| 45 | Supply of stone in Horizontal on level |
| 46 | Dumping andfilling of stone in Horizontal on level |
| 47 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work up to plinth level with 1:4:8 (1 cement : 4 coarse sand : 8 graded stone upto 40mm thick size nominal size) |
| 48 | Providing &layingin position cement concrete of specified grade excluding the cost of centering and shuttering -all work upto plinth level in 1:3:6 (1 cement:3coarse sand : 6 graded stone upto 20mm thick size nominal size) |
| 49 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. Allworks upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 50 | 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 etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 51 | 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 with1:1½:3 (1 cement: 1½ Coarse sand : 3 graded stone aggregate 20mm nominal size)using crushed stone agg.) |
| 52 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts andstruts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement.1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 53 | Reinforcement cement concrete work in Arches, archribs, 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 1:1½:3 (1cement : 1½ coarse sand: 3 graded stone aggregate 20mm nominal size) |
| 54 | Providing and laying damp proof course 50mm thick with cement concreting 1:2:4 and curing complete |
| 55 | Providing and laying in position machine batched and machine mixed design mix M-25grade 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 workabilitywithout impairing strength and durability as per direction of Engineer-incharge..All works upto plinth levelNote: - Minimum cement content considered is @ 330 kg/ cum. Any quantity less than 330 kg/cum as per design mix shall be deducted @ Rs 976.70/Qtl (As per SSR 2020). However no extra shall be paid for higher quantity of cement used as per design mix. |
| 56 | 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. All works above plinth level upto floor V levelNote: - Minimum cement content considered is @ 330 kg/ cum. Any quantity less than 330 kg/cum as per design mix shall be deducted @ Rs 976.70/Qtl (As per SSR 2020). However no extra shall be paid for higher quantity of cement used as per design mix. |
| 57 | Extra for providing richer mixes at all floor levels. Providing M-30 grade concrete instead of M-25 grade BMC/RMC.Note: - Minimum cement content considered is @ 340 kg/ cum. Any quantity less than 340 kg/cum as per design mix shall be deducted @ Rs 976.70/Qtl (As per SSR 2020). However no extra shall be paid for higher quantity of cement used as per design mix. |
| 58 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo -Mechanically Treated bars of grade Fe-500 or more |
| 59 | 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) |
| 60 | Extra for Brick work with common burnt clay bricks in superstructure above plinth level up to floor V level |
| 61 | Centering and shuttering including strutting, propping etc and removal of form work for foundation,footings, base for columns etc for mass concrete . |
| 62 | Extra for shuttering in circular work |
| 63 | Centering and shuttering including strutting, propping etc and removal of form work for Walls(any thickness) including pilasters, butresses,plinth and string courses etc. |
| 64 | Extra for shuttering in circular work |
| 65 | Centering and shuttering including strutting, propping etc and removal of form work for Supended floors, roofs, landings , balconies and access platforms |
| 66 | Centering and shuttering including strutting, propping etc and removal of form work for Lintels Beams, plinth beams, girders , bresssumers and cantilevers. |
| 67 | Columns, pillars, piers, abutments, posts and struts. |
| 68 | Centering and shuttering including strutting, propping etc. and removal of form for:Arches, domes, vaults upto 6 m span |
| 69 | Extra for arches, domes, vaults exceeding 6 m span |
| 70 | Edges of slabs and breaks into floor & walls under 20 cm wide |
| 71 | Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete40mm thick with 20mm nominal size stone aggregate |
| 72 | 12mm thick cement plaster of mix 1 : 4 (1 cement : 4 Coarse Sand) |
| 73 | Extra for plastering on circular work not exceeding 6.0 m in radious (in One coat) |
| 74 | 6mm cement plaster to ceiling of mix 1:3 |
| 75 | Cement plaster skirting upto 30cm height with cement mortar 1:3 mix, finished with a floating coat of neat cement and curing complete 18mm thick |
| 76 | Supply and fixing rolling shutter of approved mark made of requiredsize M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength confirming to IS:4454 part-1 and M.S. top with push and pull operation complete, including the cost of providing and cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover |
| 77 | 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, allnecessary fittings complete, including applying a priming coat of approved steel primer Using flats 30x6mm for diagonal braces and central cross piece. |
| 78 | Painting with synthetic enameled paints of approved brand and manufacture to give an even shade two or more coats on new work over an under coats of suitable shade with ordinary paints of approved brand and manufacture. New work (two or more coats) applied @ 3.84 kg/10 Sqm. |
| 79 | Colour washing such as green blue or buff to give an even shadeNew work (two or more coats) with a basecoat of whitewashing with lime |
| 80 | Providing and fixing MS Grill of required pattern in frame of windows etc. with M.S Flate, square of round bar etc. all complete fixed to steel window with welding including priming coat with approved steel primer |
| 81 | Distempering with 1st quality acrylic distemper (ready mixed)havingVOC content less than 50 gms/litre, two or more coats on new work of approved manufacturer, of required shade and colour complete as per manufacturer’s specifications |
| 82 | Providing and fixing 1st quality ceramic glazed floor tiles conforming toIS : 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 @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete |
| 83 | Providing and fixing water closet squatting pan (Indian type W.C. pan)with 100 mm sand cast Iron P or S trap, 10 liter low level white P.V.C.flushing cistern, including flush pipe (of approved make) with manually controlled device (handle lever) conforming to IS: 7231, with all fittings and fixtures complete, including cutting and making good the walls andfloors wherever required. White vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. |
| 84 | Providing and mixing water proofing material in cement concrete work @ 1 kg per 50 kg of cement |
| 85 | Finishing exterior & Interior with Water proofing cement paint of approved brand and manufacture to give an even shade new work(Two or more coats [email protected]/10Sqmt) |
| 86 | White washing with lime to give an even shade on New Work (three or more coats) |
| 87 | 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. |
| 88 | Providing and incorporating ( During concretingGP sheet strings water seal 1.25 mm nominal thick at const. joints includingends so as to form a continues barrier strips area excluding laps to bemeasured |
| 89 | Providing and fixing S.C.I. S & S 100 mm dia bend |
| 90 | Providing and fixing100 mm Slotted Cowl (Terminal Guard)S C.I. S & S |
| 91 | Providing and fixing wash basin with C.I. brackets, 15mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required : White Vitreous China Wash basin size 630x450 mm with a pairof 15 mm C.P. brass pillar taps. |
| 92 | Providing and fixing 15mm nominal bore C.P brass bib cock of approved quality conforming to I.S 8931 |
| 93 | Providing and fixing 15mm nominal bore C.P brass long nose bib cock of approved quality conforming to I.S standereds and weight not less than 810 grms |
| 94 | Providing and fixing 15mm nominal bore C.P brass angle valve for basin mixer and geyser points of approved make conforming to IS |
| 95 | Providing and fixing C.P brass extension nipple of approved make and quality as per direction of Engineer in charge |
| 96 | Providing and fixing 15mm nominal bore of standered back type C.P brass close hole Basin mixer piller tap of approved quality and make weighing not less than 1.970kg |
| 97 | Polyethylene water storage tank with cover and suitable locking arrangement |
| 98 | Providing and fixing on wall face un-plasticized Rigid PVC rain waterpipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. Single socketed pipes 75 mm diametre |
| 99 | Provision for Misc. saniatry installation like grating, soap dish holder 02 nos, extension nipple for water tank pipe, water tank connection, cost of 1000 ltr PVC tank, electric motor, GI pipes 15mm dia heavy duty and allied fittings and labour for cutting walls and fixing of all fittings, accessories, squatting pan, wash basin etc in bathroom near Pump room/ch qtr |
| 100 | Providing and installion of 14 nos led flood lights of Havells/Anchor brand including wiring, switches, fuse, electric poles etc and fixing at various stations / near structures |
| 101 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete |
| 102 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per I.S. 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 without drain board 470x420mm bowl depth 178mm |
| 103 | Providing and fixing strips in joints of terrazzo/ cement concrete floors. Glass strips 40 mm wide and 4 mm thick |
| 104 | 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 and glazed shutters 25mm to 40mm thick in Second class deodar wood |
| 105 | Providing and fixing G.I. pipes complete with G.I. fittings excludingtrenching and refilling etc. (external work) 150mm dia (Medium)(for washout/delivery main/welded with MS plate thick 200x200mm size and for suction pipe) |
| 106 | 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 mmfor 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 : Second class teak wood |
| 107 | Applying priming coat:With ready mixed pink or grey primer of approved brandand manufacture on wood work (hard and soft wood) |
| 108 | With ready mixed red oxide Zinc Chromate primer of approved brand and manufacture on steel galvanized iron/steel works |
| 109 | Providing and fitting concealedElectrification of operator room/ Pump Room/ Intake including kitchen, bathroom, verandah etc. (complete job) i.e. LED lights = 10 Nos including Fuse box 1 No. Main switch (with complete wiring and switches), 4 no 15 Amp sockets , 5 Amp 5 no. sockets, 01 no fan, etc as per BIS standards ( as per directions of Engineer- In-charge) |
| 110 | Carriage ofG I Pipesfrom Departmental Store at Udhampur by Mechanical Transport to site of work including cost for loading ,unloading& stacking for an av. distance ofAverage 20 km |
| 111 | Carriage ofG I Pipes by Manual mean from Road side (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance ofAverage 200 m |
| 112 | Carriage ofHDPE Pipesfrom Departmental Store at Udhampur by Mechanical Transport to site of work including cost for loading ,unloading& stacking for an av. distance ofAverage 20 km |
| 113 | Carriage ofHDPE Pipesfrom Departmental Store at Udhampur by manual means to site of work including cost for loading ,unloading& stacking for an av. distance of 200 m by HL |
| 114 | Carriage of Sandby Mechanical Transport from source (to be identified by engineer in charge) to road side including cost for loading and unloading.for an av. distance of 70 km |
| 115 | Carriage ofstone aggregate (Crushed) above 20 mmby Mechanical Transport from source (to be identified by engineer in charge) to road side including cost for loading and unloading.for an av. distance of 20 km |
| 116 | Carriage ofstone aggregate (Crushed) above 40 mmby Mechanical Transport from source (to be identified by engineer in charge) to road side including cost for loading and unloading.for an av. distance of 20 km and 200 m by H/L |
| 117 | Carriage ofstone aggregate (Crushed) upto 20 mmby Mechanical Transport from source (to be identified by engineer in charge) to road side including cost for loading and unloading.for an av. distance of 20 km and 200 m by H/L |
| 118 | Carriage of sand andstone aggregate (Crushed) above 20 mmby Manual means from road side(to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of200 m |
| 119 | Carriage of Soling stone/ boulders by Mechanical Transport from permitted Blocks/ Nallah(to be identified by engineer in charge) to site of work including loading and unloading. for an average distance of20 km |
| 120 | Carriage of Soling stone/ boulders by manual means fromroad side (to be identified by engineer in charge) to site of work including loading and unloading. for an average distance of200 m |
| 121 | Carriage ofBricks by Mechanical Transport from source (to be identified by engineer in charge) to road side including cost for loading and unloading.for an av. distance ofAverage80 km |
| 122 | Carriage ofBricks by manual Menas from road side (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance ofAverage 200m |
| 123 | Carriage ofcement & steelfrom nearest market (as approved by Engineer in Charge)to road sideby Mechanical Transport to site of work including cost for loading ,unloading& stacking for an av. distance ofAverage 15 km |
| 124 | Carriage ofcement by manual means from road side (to be identified by Engineer in Charge)to site of work including cost for loading ,unloading& stacking for an av. distance ofAverage 200 m |
| 125 | Carriage ofsteel by manual means from road side (to be identified by Engineer in Charge) by Head Load to site of work including cost for loading ,unloading& stacking for an av. distance ofAverage 200 m |
| 126 | Providing & installation of Sign Board of size 8ft x 6ft with angle Iron frame of size 50 x 50 x 6 mm PBI sheet of 1.25mm thickness including painting and writing as directed by Engineer- In- charge. |
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Tender Published
Tender notice published.
CompletedCorrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedBid Submission Deadline
Online submission via eProcurement portal.
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