Tender For Laying And Fitting, Const. Of 0.15 Lac Gallons Rcc Sr For Koot, Const. Of 0.35 Lac Gallons Rcc Sr For Rein, Const. Of 0.15 Lac Gallons Rcc Sr For Gurinard, Const. Of 03 No Sluice Chambers, Construction Of Chain Link Fencing Wss Gorinard K
Tender Overview
Project Description
Laying And Fitting, Const. Of 0.15 Lac Gallons Rcc Sr For Koot, Const. Of 0.35 Lac Gallons Rcc Sr For Rein, Const. Of 0.15 Lac Gallons Rcc Sr For Gurinard, Const. Of 03 No Sluice Chambers, Construction Of Chain Link Fencing Wss Gorinard Koot
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: |
| 2 | All kinds of soil |
| 3 | Ordinary Rock |
| 4 | Laying and fitting of G.I. pipes (all classes) complete including cost of pipe specials but excluding cost of pipes and Earth work |
| 5 | 65 mm dia. nominal bore |
| 6 | 50 mm dia. nominal bore |
| 7 | 40 mm dia. nominal bore |
| 8 | 25 mm dia. nominal bore |
| 9 | 20 mm dia. nominal bore |
| 10 | 15 mm dia. nominal bore |
| 11 | Providing and fixing MS Flanged to the salvaged pipe GI pipes and fitting including cost of cutting of threaded portion ,welding , nuts ,bolts,Rubber Washer and carriage etc complete job. |
| 12 | 100 mm dia GI pipe |
| 13 | 80 mm dia GI pipe |
| 14 | Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc. if required will be paid separately). |
| 15 | 100 mm dia Sluice Valves |
| 16 | 80/65/mm dia Sluice Valves |
| 17 | Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/by mechanical means including stacking of pipes within 50 meters lead as per direction of Engineer-in-charge : |
| 18 | 15 mm to 40 mm nominal bore. |
| 19 | Above 40 mm nominal bore |
| 20 | Provision for installation of House hold connnections to unconnected household including providing and fixing of necessarypipe specials. Earth work at connections and whatever necessary |
| 21 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 mtr in width as well as 10 sqm on plan)including disposal of excavated earth upto 50 mtrand lift upto 1.50 mtr, as directed by Engineer-In- Charge. |
| 22 | All kinds of soil : |
| 23 | Extra for every additional lift of 1.5 m or part there of in excavation/banking excavated or stacked material. All kinds of soil. |
| 24 | Providing and laying of dry stone solling tightly hand picked on horizontal levels |
| 25 | Dry random rubble masonry with hard stone (Quarry) in foundation and plinth: With bond stone. |
| 26 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 27 | 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) |
| 28 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 29 | Providing and laying in position specified grade of reinforced cement concrete includingcuring but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 30 | 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 of mix 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 31 | 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 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 32 | Reinforced 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 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 33 | 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. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 34 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 35 | 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) |
| 36 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 37 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above/upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 38 | Providing and mixing water proofing material in cement concrete work in doses by weightof cement as per manufacturer’s specification.(1 kg of water proofing material in 50 kg of cement) |
| 39 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 40 | Foundations, footings, bases of columns etc. for mass concrete. |
| 41 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 42 | Suspended floors, roofs, landings, balconies and access platforms |
| 43 | Edges of slabs and breaks in floors and walls Under 20 cm wide. |
| 44 | Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 45 | Arches, domes, vaults upto 6 m span |
| 46 | Columns, pillars, piers, abutments, posts and struts. |
| 47 | Extra for shuttering in circular works (20 % of respective quantity) |
| 48 | Foundations, footings, bases of columns etc. for mass concrete. |
| 49 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 50 | Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 51 | 12mm Cement plaster finished with a floating coat of neat cement of mix: 1 : 3 ( 1 cement : 3 fine sand). |
| 52 | 12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 coarse sand) |
| 53 | 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. |
| 54 | Structural steel work in built up sections, trusses and framed work,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.Welded |
| 55 | 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 |
| 56 | Structural steel work in single section, fixed with or without connectingplate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 57 | Providing corrugated G.S sheet roofing inlcuding vertical/curved surface fixed with poilymner coated J/L hooks, bolts and nuts 8 mm dia with bitumen and GI limpet washers or with GI limpet washers filled with white lead complete (upto any pitch in horizontal/vertical of curved surface) excl. the cost of purlins and including cutting to size and shape wherever required 0.50 mm thick. |
| 58 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work |
| 59 | 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):2nd class Kail wood |
| 60 | 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). Second kail wood |
| 61 | 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 : |
| 62 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade on New work (two or more coats) over and including priming coat with water thinnable cement primer |
| 63 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content.(With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ liter |
| 64 | Provision for handles .tower,bolts etc for door .windows etc |
| 65 | Provision for installation of all types of sanitary /tile work in bath room including providing and fixing water closset squitting parts for bathroom with 10 ltr low level flushing cistern and stainless steel kitchen sink . |
| 66 | Providing and fixing of electrical fitting complete job (Heating points-03 no and Lighting Points -06 no) |
| 67 | Providing and fixing of PVC pipe for drainage /waste water from septic tank to soak pit.(80 mm dia GI Pipe) |
| 68 | Providing and fixing of hold fast 40 cm long including fixing to frame with 10 mm bolts with 1:3:6 mix |
| 69 | Providing , hoisting and fixing trusses,purline ,rafters,joints etc in 1st class budlloo wood. |
| 70 | Dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 meters lead |
| 71 | Providingand fixing of eves boarding coloured CGI 300 mm wide |
| 72 | providing and laying of filter media effective size of sand varies from 0.45 mm to 0.70 mm having uniformity coefficient between 1.30 to 1.75 and should be dust free from other organic impurities to be obtained from Ganderbal and the size of gravel should varryfrom 2mm to 40 mm including all carriages complete. |
| 73 | 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. |
| 74 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc Concealed pipe including painting with anti corrosive bitumastic paint, cutting chases and making good the wall |
| 75 | 15 mm dia. nominal bore |
| 76 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank |
| 77 | Providing and fixing of superior quality wall to wall matting as per the direction of engineer incharge including 12 mm polystyreng fom. |
| 78 | Dismantling of old plaster of intake chamber including disposing of unserviceable material and safe stacking of :- |
| 79 | Massan |
| 80 | Labour |
| 81 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil |
| 82 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge (1:3:6 or richer mix (i/c equivalent design mix) |
| 83 | Rethreading of damaged ends of pipes |
| 84 | Above 40 mm nominal bore |
| 85 | Up to 40 mm nominal bore |
| 86 | Carriage of material from sourse to dumping site at road site by mechanical transport. |
| 87 | 100 mm dia GI pipe 20 Km |
| 88 | 80/65/50/40/25/20/15 mm dia GIpipe20 Km |
| 89 | Carriage of pipes material from road site upto actual site of work by manual labour for avg.lead of 2000 mtrs. |
| 90 | 100 mm dia GI pipe |
| 91 | Carriage of material from sourse to dumping site at road site by mechanical transport. |
| 92 | Cement & steel for avg. lead of15Km |
| 93 | Sand for avg. lead of 35 Km |
| 94 | 20mm Aggregate for avg. lead of30 Km |
| 95 | 40mm Aggregate for avg. lead of30Km |
| 96 | Stone solling for avg lead of10 km |
| 97 | Brick10 Km |
| 98 | Carriage ofmaterial by manual labour from road site upto actual site of work . for avg. lead of 1000 mtrs |
| 99 | Cement |
| 100 | Steel |
| 101 | Sand/20mm Aggregate |
| 102 | 40mm Aggregate |
| 103 | Stone solling |
| 104 | Brick |
AI Tender Summary
Tender Timeline
Tender Published
Tender notice published.
CompletedBid Submission Deadline
Online submission via eProcurement portal.
CompletedBid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender