Tender For Laying And Fitting, Construction Of Pre Filtter, Construction Of 1.50 Lac Glns Sump, Construction Of 1.00 Lac Glns Sump, Construction Of 0.70 Lac Glns Sump, Construction Of 0.45 Lac Glns Sr, Const. Of 0.20 Lac Glns Sr, Const. Of 02 No Expr
Tender Value
2.20 Crore
Estimated cost
Bid Submission
15 Nov 2022
0 days left
EMD
4.40 Lakhs
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
verinag → Jammu And Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Laying And Fitting, Construction Of Pre Filtter, Construction Of 1.50 Lac Glns Sump, Construction Of 1.00 Lac Glns Sump, Construction Of 0.70 Lac Glns Sump, Construction Of 0.45 Lac Glns Sr, Const. Of 0.20 Lac Glns Sr, Const. Of 02 No Express Highway
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 | 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. |
| 5 | All kinds of soil : |
| 6 | Ordinary Rock : |
| 7 | Extra for every additional lift of 1.5 m or part there of in excavation/banking excavated or stacked material. All kinds of soil. |
| 8 | Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes conforming to IS : 8329 including fitting Viz.. Tee, bends and other allied accesseries and carriage from source upto road site by mechanical Transports complete job |
| 9 | 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. |
| 10 | 250 mm diaDI pipes |
| 11 | 150mm dia DIpipes |
| 12 | 125 mm dia DIpipes |
| 13 | 100 mm dia DIpipes |
| 14 | Laying and fitting of G.I. pipes (all classes) complete including cost of pipe specialsbut excluding cost of pipes and Earth work |
| 15 | 100 mm dia. nominal bore |
| 16 | 80 mm dia. nominal bore |
| 17 | 65 mm dia. nominal bore |
| 18 | 50 mm dia. nominal bore |
| 19 | 40 mm dia. nominal bore |
| 20 | 25 mm dia. nominal bore |
| 21 | 20 mm dia. nominal bore |
| 22 | 15 mm dia. nominal bore |
| 23 | Provision for installation of House hold connnections to unconnected household including providing and fixing of necessarypipe specials. Earth work at connections and whatever necessary |
| 24 | Providing and fixing MS Flanged toGI pipes and fitting including cost of cutting of threaded portion ,welding , nuts ,bolts,Rubber Washer and carriage etc complete job. |
| 25 | 100 mm dia GI Pipe |
| 26 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and hreading the pipe etc. complete |
| 27 | 25 to 40 mm nominal bore |
| 28 | 50 to 80 mm nominal bore |
| 29 | 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). |
| 30 | 50 mm dia. |
| 31 | Removal of trees, surface boulders/ clearance of silt by engaging manual labours. |
| 32 | Providing and laying of dry stone solling tightly hand picked on horizontal levels |
| 33 | 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) |
| 34 | 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) |
| 35 | 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) |
| 36 | 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) |
| 37 | 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) |
| 38 | 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) |
| 39 | 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 5.4.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 40 | 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) |
| 41 | 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) |
| 42 | 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. |
| 43 | 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) |
| 44 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 45 | Foundations, footings, bases of columns etc. for mass concrete. |
| 46 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 47 | Suspended floors, roofs, landings, balconies and access platforms |
| 48 | Edges of slabs and breaks in floors and walls Under 20 cm wide. |
| 49 | Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 50 | Arches, domes, vaults upto 6 m span |
| 51 | Extra for shuttering in circular works (20 % of respective quantity) |
| 52 | Foundations, footings, bases of columns etc. for mass concrete. |
| 53 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 54 | Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 55 | Extra for arches, domes, vaults exceeding 6 m span |
| 56 | 12mm Cement plaster finished with a floating coat of neat cement of mix: 1 : 3 ( 1 cement : 3 fine sand). |
| 57 | 12mm Cement plaster of mix 1 : 6 ( 1 cement : 6 coarse sand) |
| 58 | 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. |
| 59 | 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 |
| 60 | 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. |
| 61 | Providing and incorporating (during conc.) 30 cm wide GP sheet strips water seal 0.63 mm thick at construction joints including jointing of ends so as to form a continous berries |
| 62 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work |
| 63 | 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. |
| 64 | 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. |
| 65 | Carriage of material from sourse to dumping site at road site by mechanical transport. |
| 66 | Cement & steel for avg. lead of25 Km |
| 67 | Cement & steel for avg. lead of20 Km |
| 68 | Cement & steel for avg. lead of10 Km |
| 69 | Cement & steel for avg. lead of05 Km |
| 70 | Sand for avg. lead of 50 Km |
| 71 | Sand for avg. lead of 35 Km |
| 72 | Sand for avg. lead of 45 Km |
| 73 | Sand for avg. lead of 50 Km |
| 74 | 20mm Aggregate for avg. lead of20 Km |
| 75 | 20mm Aggregate for avg. lead of25 Km |
| 76 | 40mm Aggregate for avg. lead of20 Km |
| 77 | 40mm Aggregate for avg. lead of25 Km |
| 78 | Stone solling for avg lead of10 km |
| 79 | Stone solling for avg lead of15 km |
| 80 | Earth for avg lead of 10 Km |
| 81 | 250 mm dia DI pipe 15Km |
| 82 | 150 mm dia DI pipe 15 Km |
| 83 | 125 mm dia DI pipe15 Km |
| 84 | 100 mm dia DI/G.I pipe 15 Km |
| 85 | 100 mm dia GI Pipe5Km |
| 86 | 80/65/50/40/25/20/15 mm dia GIpipe15 Km |
| 87 | Extra Carriage of material from road site upto actual site of work by manual labour for avg.lead of 100 mtrs. |
| 88 | Cement |
| 89 | steel |
| 90 | Sand and 20mm Aggregate |
| 91 | 40mm Aggregate |
| 92 | Stone solling/quarry stone |
| 93 | Extra Carriage of material from road site upto actual site of work by manual labour for avg.lead of 400 mtrs. |
| 94 | Cement |
| 95 | steel |
| 96 | Sand and 20mm Aggregate |
| 97 | 40mm Aggregate |
| 98 | Stone solling/quarry stone |
| 99 | Extra Carriage of pipes material from road site upto actual site of work by manual labour for avg.lead of 1000 mtrs. |
| 100 | 250 mm dia DI pipe |
| 101 | 150 mm dia DI pipe |
| 102 | 125 mm dia DI pipe |
| 103 | 100 mm dia DI/G.I pipe |
| 104 | 80/65/50/40/25/20/15 mm dia GIpipe |
| 105 | Extra Carriage ofmaterial by manual labour from road site upto actual site of work . for avg. lead of 500 mtrs |
| 106 | Cement |
| 107 | steel |
| 108 | Sand and 20mm agg. |
| 109 | 40mm Aggregate |
| 110 | Stone solling/quarry stone |
| 111 | Extra Carriage ofmaterial by manual labour from road site upto actual site of work . for avg. lead of 300 mtrs |
| 112 | Cement |
| 113 | steel |
| 114 | Sand and 20mm agg. |
| 115 | 40mm Aggregate |
| 116 | Stone solling/quarry stone |
AI Tender Summary
Tender Timeline
Nov 08, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedNov 15, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 17, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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