Haryana Urban Development Authority-HUDA has published Construction Of Toilet Block Stand Post Main Gate Repair Of Fountain And Water Body Repair Of Parking Services And Ms Board In Town Park In Sector34 Ue Ambala Cantt Repair Of Boundary Wall Construction Of Path Repair Of Existing Path Grills Laying Of Hdpe. Submission Date for this Tender is 19-09-2022. Toilet Bathroom Tenders in ambala Haryana. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | 1/5.7 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 5.7.4 In cement mortar |
| 2 | 2/5.42 Dismantling cement conglomerate / terrazzo floors 25 mm to 50 mm manually/ by mechanical means and disposal of material within standard lead as per irection of Engineer- in-charge. |
| 3 | 3/6.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 6.1.61 :4:8 (1 Cement : 4 coarse sand (zone-Ill) : 8 graded cum stone aggregate 40mm nominal size. |
| 4 | 4/7.22 Brick work with common burnt clay non-modular bricks of class designation 7.5 in superstructure above plinth level upto floor IV level in all shapes and sizes in. 7.22.1Cement mortar 1:4 |
| 5 | 5/4.8 Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead up to 50 m and lift up to 1.5 m : 7.22.2 Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 6 | 6/4.14 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. 4.14.1All kinds of soil |
| 7 | 7/6.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 6.1.41:3:6 (1 Cement : 3 coarse sand (zone-Ill) : 6 graded stone aggregate 20 mm nominal size) |
| 8 | 8/6.14 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement-All work up to plinth level: 6.14.2 1:2:4 (1 cement : 2 coarse sand (zone-Ill) : 4 graded stone aggregate 20 mm nominal size) |
| 9 | 9/6.15 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttersses, plinth and stringcourses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth, level upto floor four level, excluding cost of centering, shuttering,finishing and reinfocement: 6.15.11:1.5:3 (1 cement : 1.5 coarse sand(zone-111) : 3 cum graded stone aggregate 20mm nominal size. |
| 10 | 10/6.16 Reinforced cement concrete work in beams, suspended floors, cum roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 11 | 11/6.29 Centering and shuttering including strutting, propping etc. and removal of form work for :6.29.1 Foundations, footings, bases for columns. |
| 12 | 12/6.30 Centering and shuttering including strutting, propping etc. and removal of from for 6.30.2 Walls (any thickness) including attached pilasters, buttersses, plinth and string courses etc. |
| 13 | 6.30.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 14 | 13/6.34 Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting,ending, placing in position, binding, wastage, overlaps,elded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above plinth level. 6.34.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 15 | 14/9.57 Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed 9.57.2 110 mm diameter |
| 16 | 15/9.58 Providing and fixing on wall face Unplasticised - PVC moulded fittings/ accessories for Unplasticised Rigid PVC rain water pipes confirming to IS : 13592 TypeA, including jointing with seal ring conforming to IS : 5382, leaving 10mm gap for thermal expansion. 9.58.5 Bend 87.5 9.58.5.2110 mm bend |
| 17 | 16/10.26 Providing and laying of precast terrazzo tiles 20 to 22 mm thick with graded marble chips of size up to 12 mm, laid in floors, and landings, jointed with neat cement sluny mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1 :4 (1 cement:4 coarse sand) : 10.26.1 Light shade pigment using white cement |
| 18 | 17/10.96 Providing and fixing Glass mosaic tiles on finished plain wall surface of size 20 mm x 20 mm x 4 mm in all colour, design , fixing in customize design as per direction of Engineer-in- Charge. The glass mosaic tiles to be fixed on the wall surface with the help of approved adhesive applied at the rate of 2.5 Kg per sqm and grouting of the same. The rate is inclusive of all operation, material and required pattern approved by Engineer-in-charge: |
| 19 | 18/11.512mm cement plaster of mix 11.5.31:4 (1cement: 4 fine sand) |
| 20 | 19/13.29 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. 13.29.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 21 | 20/11.95 Finishing walls with Acrylic Smooth exterior paint of required shade: 11.95.1 New work (Two or more coatapplied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 Kg/10 sqm) |
| 22 | 21/11.97 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: 11.97.3Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied@ 0.90 litre/10 sqm over an under coat of primer applied@ 0.80 litre/1O sqm of approved brand and manufacture |
| 23 | 22/22.88 Providing and fixing G.I. pipes complete with G.I. fittings and clamp, i/c cutting and making good the walls etc. 22.88.1 15mm dia nominal bore |
| 24 | 23/22.91 Providing and fixing G.I. pipes complete with G.I. fittings including trenching up to 0.30 m to 1.00 m depth and refilling etc. 22.91.3 25mm dia nominal bore |
| 25 | 24/22.105 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 22.105.1 15 mm nominal bore |
| 26 | 25/22.49 Bailing out water from the trenches for making newconnections infullychargedpipe lines including cleaningtrimminganddressing the trenchestocorrectalignmentandgrade as required by the Engineer-in-Charge. 20.49.1 Upto 200mm i/d |
| 27 | 26/20.55 Providing and screwing in brass/Gun Metal ferrules drilling and tapping A.C. /PVC pipe lines of all diameters and connections including cost of M.S. Clamp (Heavy) with welded socket/Saddle piece including carriage, loading, unloading etc. complete in all respects to the satisfaction of Engineer-in- Charge. (Excavation will be paid separately). 20.55.6 10mm i/d ferrule on 150mm i/d pipes |
| 28 | 27/22.98Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end): 22.98.1 25 mm nominal bore |
| 29 | 28/21.93Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS:12592 including setting the same to correct lines and levels in 1:3 cement sand mortar over manhole including carriage loading, unloading stacking handing, rehandling etc. complete in all respects to the satisfaction of Engineer-in-Charge. 21.93.3 Type:- Extra Heavy Duty Set (EHD-10) 560MM Clear Opening |
| 30 | 29/21.96Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths ISi marked HDPE pipe of PE-80grade and PN - 4 for sewer application as per IS 14333-1996 (amended up to date) in trenches in complete including cost of HDPE Specials, labour, sectional hydro testing (including the cost and conveyance of water to site for testing) and commissioning as per Technical Specifications and as per direction of Engineer. Note: E/w to be measured and paid separately. Rate includes cost of all specials like bends , tees required during laying of pipe line along required alignment. 21.96.1 200mm Outside Dia |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
