Bharat Sanchar Nigam Limited-BSNL has published Tender For Construction Of Collapsed Compound Wall Near Ea Room, Replacing Of Damaged Ac Sheet Roof With Ppg Sheet In Ea Room And Repairs To Drainage At Staff Quarters And Other Misc. Civil Works At Te Building And Staff Quarters Compound Sangaredd. Submission Date for this Tender is 17-06-2023. Shed Construction Tenders in sangareddy Telangana. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 2 | a) All kinds of soil. |
| 3 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : |
| 4 | a).All kinds of soil. |
| 5 | i).Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia. |
| 6 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 7 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50m outside the periphery of the area cleared. |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to floor five level : |
| 9 | a)1:4:8 (1 Cement : 4 coarse sand(zone-III) : 8 graded stone aggregate 40 mm nominal size). |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 11 | b)1:5:10 (1 cement : 5 coarse sand(zone-III) : 10 graded stone aggregate 40 mm nominal size) |
| 12 | 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, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing : |
| 13 | a).1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 14 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 16 | a).Columns, Pillars, Piers, Abutments, Posts and Struts |
| 17 | Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand) |
| 18 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 in foundation and plinth in: |
| 19 | a).Cement mortar 1:6 (1 cement : 6 coarse sand). |
| 20 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : |
| 21 | a).Cement mortar 1:6 (1 cement : 6 coarse sand). |
| 22 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level with : |
| 23 | a).Cement mortar 1:6 (1 cement : 6 coarse sand). |
| 24 | Structural steel work riveted, bolted or welded 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. |
| 25 | Providing and fixing ball bearing for rolling shutters. |
| 26 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 27 | 12 mm cement plaster of mix :: |
| 28 | a).1:6 (1 cement: 6 fine sand) |
| 29 | 15 mm cement plaster on the rough side of single or half brick wall of mix : |
| 30 | a).1:6 (1 cement: 6 fine sand) |
| 31 | 20 mm cement plaster of mix : |
| 32 | a).1:4 (1 cement: 4 fine sand) |
| 33 | Neat cement punning : |
| 34 | White washing with lime to give an even shade: |
| 35 | a).New work (three or more coats) |
| 36 | Finishing walls with Acrylic Smooth exterior paint of required shade : |
| 37 | a).New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm). |
| 38 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 39 | a).Two or more coats on new work. |
| 40 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 41 | a).Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) |
| 42 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.. |
| 43 | a).In cement mortar |
| 44 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. |
| 45 | i).Semi rigid pipe |
| 46 | a).32 mm dia |
| 47 | Providing and fixing brass stop cock of approved quality : |
| 48 | a).15 mm nominal bore |
| 49 | Providing and fixing PTMT bib cock of approved quality and colour. |
| 50 | a).15 mm nominal bore, 122 mm long. Weighing not less than 99 gms. |
| 51 | Providing and fixing PTMT pillar cock of approved quality and colour . |
| 52 | a).15mm nominal bore, 107 mm long. Weighing not less than 110 gms. |
| 53 | Providing and fixing PTMT, push cock of approved quality and colour. |
| 54 | a).15 mm nominal bore, 98 mm long. Weighing not less than 75 gms. |
| 55 | Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour. |
| 56 | a).15 mm nominal bore with 45 cm length. |
| 57 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : |
| 58 | a).100 mm diameter |
| 59 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design: |
| 60 | a).100 mm diameter |
| 61 | Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : |
| 62 | a)100x100 mm size P type |
| 63 | i).With common burnt clay F.P.S. (non modular) bricks of class designation 3.5 |
| 64 | Carting out of building rubbish / malba / similar unserviceable, dismantled, excavated or waste materials by mechanical means,through private carrier including lifting, loading, transporting, unloading to municipal dumping ground beyond 50 m initial lead,or in any other compound as decided by the Engineer-in-charge, for all leads including all lifts involved. |
| 65 | Cleaning of terrace / canopy/ chajjas by removing leaves grass dust, rubbish and other deposited / accumulated materials etc including removal of blockages/chockages of khurras/spouts of terrace/chajjas etc and disposal of rubbish to the dumping ground out side periphery of the building. (plan area of the terrace/chajja/canopy will be measured for payment) |
| 66 | a).Terrace area connected to blocked khurras and spouts & like. |
| 67 | b).Chajjas area connected to blocked spouts & like |
| 68 | Cleaning of exisitng sewer lines, manholes etc. Cost includes all labour for removing the silt, slush, waste etc. and rodding the sewer lines and manholes by mobile sewer rodding equipment/manually from manhole to manhole to clear the blockage, chokages etc for proper functioning of sewer lines( The payment shall be made for removal of blockages in between manhole to manhole as one job with all above operations.) |
| 69 | Repairing of rolling shutters of sizes upto 2.00X2.25mgreasing the guides/channels, repairing of rollers and making goodfor easy operation etc all complete |
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