Tender For Sucessful Testing And Commissioing Of Providing And Fitting Of Pipes, Construction Of An Intake Chamber At The Head Site, Construction Of A 10,000-Gallon Service Reservoir At Panjtaran, Construction Of Chain-Link Fencing Around The Service
Tender Overview
Project Description
Tender for Sucessful Testing And Commissioing Of Providing And Fitting Of Pipes, Construction Of An Intake Chamber At The Head Site, Construction Of A 10,000-Gallon Service Reservoir At Panjtaran, Construction Of Chain-Link Fencing Around The Service Reservoir And A Sluice Chamber And Construction Of Anchor/Saddle Blocks For Water Supply Scheme Panjtaran
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge |
| 2 | Ordinary Rock |
| 3 | Extra over item No 1 for every additional lift of 1.5m or part thereof.All kinds of Soil |
| 4 | Ordinary Rock |
| 5 | Providing and Laying dry stone soling hand packed tightly |
| 6 | 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) 2.5mx2.5mx0.10=0.63 Cum |
| 7 | Providing and laying in position Cement Concrete 1:3:6 mix with 40mm aggregate excluding cost of centering and Shuttering. All work upto plinth level. |
| 8 | Providing and laying in position Cement Concrete 1:2:4 mix with 20mm aggregate excluding cost of centring and Shuttering. All work upto plinth level. |
| 9 | 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. Riveted and bolted |
| 10 | 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. Bolted |
| 11 | Providing and Laying Reinforced Cement Concrete 1:1.5:3 mix in Walls, Columns etc excluding cost of centring, shuttering and reinforcement. |
| 12 | 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-in-charge. Made of G.I. wire of dia 4 mm. |
| 13 | 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 with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 14 | 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 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 15 | 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) |
| 16 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete |
| 17 | 15mm thick Cement Plaster 1:3 Mix with floating coat |
| 18 | Centering and shuttering including removal of formworkFoundations |
| 19 | Walls |
| 20 | Suspended Floors |
| 21 | Edges of slabs and breaks in floors and walls |
| 22 | Extra for Centring and shuttering in CircularFoundations |
| 23 | Walls |
| 24 | Suspended Floors |
| 25 | Edges of Slabs and Breaks in Floors upto 200mm wide. |
| 26 | 12mm Thick cement plaster 1:4 Mix finished with a floating coat of neat cement walls inside Walls outside |
| 27 | Providing and fixing MS Lid 0.75mx0.75m made of 3mm thick MS sheet with angle iron frame 50mmx50mmx6mm including locking arrangement and priming coat all complete |
| 28 | Providing and mixing water proofing with Cement concrete as recommended by manufacture. |
| 29 | 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. |
| 30 | Providing and fixing PGI Sheet 0.63mm thick at Construction Joints. |
| 31 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade |
| 32 | 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 approvedsteel primer.Using flats 30x6mm for diagonal braces and central cross piece Size of door: 1.8mx1.00m |
| 33 | Carraige of materials from source to Road site of work by Mechanical TransportCement and Steel average lead 80km |
| 34 | Cement and Steel average lead 15km |
| 35 | Sand and 20mm Aggregate lead 30km |
| 36 | Sand and 20mm Aggregate lead 15Km |
| 37 | 40mm Crushed Aggregate lead 30km |
| 38 | 40mm Crushed Aggregate lead 15km |
| 39 | Stone Soling avg 15 Km’s |
| 40 | Carraige of materials from road to actual site of work by HL avg 500mCement |
| 41 | Cement 3000mtr |
| 42 | Steel |
| 43 | Stone soiling |
| 44 | Sand and 20mm Aggregate |
| 45 | Sand and 20mm Aggregate 3000 avg lead |
| 46 | 40mm Crushed Aggregate |
| 47 | 40mm Crushed Aggregate 3000 avg lead |
| 48 | 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 asdirected:All kinds of Soil (80%) |
| 49 | Ordinary rock (20%) |
| 50 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) LW100mm Dia G.I. Pipes flanged |
| 51 | 65mm Dia G.I. Pipes with 10mm flanged joints complete job |
| 52 | 50mm Dia G.I. Pipes |
| 53 | 40mm Dia G.I. Pipes |
| 54 | 25mm Dia G.I. Pipes |
| 55 | 20mm Dia G.I. Pipes |
| 56 | Filling available excavated earth in trenches, Plinth, Sides of Foundations etc. |
| 57 | Providing and fixing G.I. Union in G.I. pipe including cutting andthreading the pipe and making long screws etc. complete (new work)100 mm nominal bore |
| 58 | 65 mm nominal bore |
| 59 | 50 mm nominal bore |
| 60 | 40 mm nominal bore |
| 61 | 25 mm nominal bore |
| 62 | 20 mm nominal bore |
| 63 | Providing and fixing G.I. Tee in G.I. pipe 65 mm G.I. Tee (equal) |
| 64 | 50 mm G.I. Tee (equal) |
| 65 | 40 mm G.I. Tee (equal) |
| 66 | 25 mm G.I. Tee (equal) |
| 67 | 20 mm G.I. Tee (equal) |
| 68 | 40 mm to any smaller size G.I. sockets (reducing) |
| 69 | 25 mm to any smaller size G.I. sockets (reducing) |
| 70 | Providing and fixing GI elbow in GI pipe65 mm GI elbow |
| 71 | 50 mm GI elbow |
| 72 | 40 mm GI elbow |
| 73 | 25 mm GI elbow |
| 74 | 20 mm GI elbow |
| 75 | Providing and fixing CI 100mm dia Sluice Valve including tail pieces flange sets rubber insertion, nuts and bolts complete. |
| 76 | Provoding and fixing Gun Matel Gate Value with C.I Wheel of approved quality (Screwed end) 65mm dia Gate values |
| 77 | Provoding and fixing Gun Matel Gate Value with C.I Wheel of approved quality (Screwed end) 50mm dia Gate values |
| 78 | Provoding and fixing Gun Matel Gate Value with C.I Wheel of approved quality (Screwed end) 40mm dia Gate values |
| 79 | Carriage of G.I. Pipes from source upto Road Site of work by Mechanical Transport. 180kms |
| 80 | Carriage of GI pipes from Road Site upto actual site of work by Manual Labour. Avg 500m Please Enable Macros to View BoQ information |
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