Pandit Lakhmi Chand State University Of Performing And Visual Arts Tender
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Costs
EMD
₹ 1,21,048Document Cost
₹ 5,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2024_HRY_394057_1Tender No
2024/SplRprFPA1stcallTender Authority
Pandit Lakhmi Chand State University Of Performing And Visual Arts ViewPurchaser Address
-Website
http://https://haryana.gov.in/
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Documents
BOQ Items
HSR 30.32.1:- French spirit polishing: One or more coats on old work
482.52
50336
104.32
HSR 5.49:- Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material within 50 meters lead as directed by Engineer-in-charge
1231.85
22062
17.91
HSR 9.47.1:- GI Metal Ceiling Lay in plain Tegular edge Global white colour tiles of size 595x595 mm, and 0.5 mm thick with 8 mm drop; made of G I sheet having galvanizing of 100 gms/sqm (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending
1231.85
1338281
1086.4
HSR 5.45:- Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
328.67
12814
38.99
HSR 31.10.2:- Shotcreting R.C.C. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary Portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by Engineer- in-Charge. 50mm thick in Grade M 25 with cement content not less than 330 kg per cum
1523.14
1011151
663.86
HSR 31.1:- Providing and fixing hard drawn steel wire fabric of size 75x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of "L" shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by Engineer-in- charge.
1523.14
1088176
714.43
HSR 11.58: - Providing and applying two coats white cement-based putty of approved brand and manufacturer, over plastered surface and grinding the surface smooth with sand paper to get an even and smooth finish including cost and carriage of all material, labour charges, scaffolding, sundries etc. complete.
5047.24
191492
37.94
HSR 5.25: - Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.
0.6
1100
1842.99
HSR 6.16: - Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor four level, excluding the cost of centering, shuttering, finishing and reinforcement with 1: 1.5:3 (1 cement : 1.5 coarse sand(zone-111) : 3 graded stone aggregate 20 mm nominal size).
0.6
4306
7212.86
HSR 6.30.3: - Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies
4.78
1173
245.52
HSR 6.33.3:- Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level. Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. Cold twisted bars
3046
218245
71.65
HSR 31.2.2:-Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge. 50mm average thickness
1523.14
134813
88.51
HSR 31.3.1:- Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge. Bars up to 12 mm diameter
4912.9
20683
4.21
HSR 28.23:- Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10. 76 litre/ 10 sqm One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge.
882.27
317017
359.32
HSR 31.13.1: - Providing, erecting, maintaining and removing temporary protective screens made out of specified fabric with all necessary fixing arrangement to ensure that it remains in position for the work duration as required by the Engineer-in-charge. Woven PVC cloth
3332.15
147480
44.26
HSR 5.44:- Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead
98.76
6243
63.22
HSR 10.39.1:- Providing and fixing of 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1 :5 (1 cement : 5 coarse sand) with joints finished flush. Red sand stone
24.24
15376
634.36
HSR 10.37.1: - Providing and fixing of Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1: 4 (1 cement: 4 coarse sand): 25 mm thick
74.53
69504
932.57
HSR 10.73:- Providing and fixing ceramic & Glazed tiles/ vitrified tiles/ of any size of approved make in floors / dados, laid in any pattern as specified over base of 3 mm thick adhesive of reputed brands as per IS specification 15477-2004 using 5 Kg. adhesive per sqm area of tiles and jointed with white cement slurry mixed with pigment to match the shade of tiles excluding cost of tiles.
51.29
75448
1471.02
HSR 11.9.1: - 15 mm cement plaster on rough side of single or half brick wall of mix: 1 :4 (1 cement: 4 coarse sand)
1795.72
217623
121.19
HSR 5.23.2:- Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. Nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix)
67.21
91147
1356.16
HSR 3.1.1:- Loading, Unloading, and Carriage of Materials. Lime, moorum, building rubbish. Lead upto 1 Km
67.21
3328
49.52
HSR 6.1.2:- 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: 1:2:4 (1 cement : 2 coarse sand (zone-Ill) : 4 graded stone aggregate 20 mm nominal size)
67.21
275638
4101.16
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