Public Works Department Tender
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Costs
EMD
₹ 3,28,420Document Cost
₹ 15,000Tender Fee
₹ 1,180
Summary
Construction Of Basket Ball , Volley All , Lawn Tennis Court , Boundary Wall, Path / Rasta And Earth Filling For Preparation Of Track / Play Ground, Wall Paneling And Providing False Ceiling And Cycle Stand In The Campus Of Govt. College At Jassia
Description
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Contact
Tender Id
2024_HRY_396606_1Bid Award Id
ViewTender No
2024AD324A2E C4C5 4F3C 862A 37D7CDA20FD7653BARTender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://haryanapwd.gov.in/
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Documents
BOQ Items
[10.26.4]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 slurry 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) : 4. Ordinary cement without any pigment
225.67
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[10.7]Providing and laying of conglomerate floor 50mm thick cement concrete topping 1:2:4
532.89
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[10.77]Providing and laying 80mm thick factory made cement concrete interlocking paver block of M -35 grade made by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over (BIS 15658:2006) and including 60mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.
2749.71
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[10.83.2]Providing and fixing aluminium strips 2 mm thick complete with nails in floors 2. 32 mm Wide
902.19
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[10.85.1]Providing and fixing glass strips,4 mm thick in terrazzo/ cement concrete floors. 1. 40 mm wide
760.64
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[11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand)
331.05
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[11.67.1]Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : 1. Water thinnable cement primer
227.34
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[11.71.1]Wall painting on a cement plaster surface with acrylic emulsion paint of approved brand and manufacture to give an even shade : 1. Two or more coats on new work
227.36
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[11.9.1]15 mm cement plaster on rough side of single or half brick wall of mix: 1. 1:4 (1 cement: 4 coarse sand)
120.1
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[12.146.1.1]Providing and fixing, in position concealed G.I. section for wall panelling using board of required thickness fixed on the `W` profile (0.55 mm thick) having a knurled web of 51.55 mm and two flanges of 26 mm each with lips of 10.55 mm, placed @ 610 mm C/C in perimeter channel having one flange of 20 mm and another flange of 30 mm with thickness of 0.55 mm and web of length 27 mm. Perimeter channel is fixed on the floor and the ceiling with the nylon sleeves @ 610 mm C/C with fully threaded self-tapping dry wall screws. Board is fixed to the `W` profile with 25 mm countersunk ribbed head screws @ 200 mm C/C., all complete as per the drawing and directions of engineer-in-charge, the joints of the boards are finished with specially formulated jointing compound and 48mm wide jointing tape to provide seamless finish. 1.1. Tapered edge calcium silicate board made with calcareous & siliceous materials reinforced with cellulose fibre manufactured through autoclaving process to give stable crystalline structure with compressive strength 225 kg/ sq.cm, Bending strength 100 kg/sq.cm.10mm thick
399.48
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[13.28]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.
5587.5
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[13.29.2]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. 2. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
3870.04
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[17.14.2]Granular Sub-Base with Close Graded Material - (Table:- 400-1) Plant mix method Construction of granular sub-base by providing Material as per Grading III (Table 400-I of MORTandH 5th revision) mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORTandH specifications 2. Grading II material
207.99
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[17.23.1]Water Bound Macadam Grading - II 1. Water Bound Macadam Grading II (without screenings for low volume roads (undesignated) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications
381.32
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[17.6]Construction of Embankment with Material obtained from Borrow pits NA Construction of Embankment CBR 8% (for new road/ raising/ berms/ etc.) with approved material obtained from borrow pits, including compensation of earth with all lead and lift transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications.
36103.69
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[34.26]Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including Reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
66.82
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[34.50]Painting on Steel Surfaces Providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade
345.29
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[4.12.1]Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 1. All kinds of soil
336.39
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[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: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
72.68
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[6.1.6]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. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
45.25
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[6.14.1]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 : 1. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
7.84
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[6.15.1]Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor four level, excluding cost of centering, shuttering, finishing and reinforcement : 1. 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
1.13
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[6.29.1]Centering and shuttering including strutting, propping etc. and removal of form work for : 1. Foundations, footings, bases for columns
17.28
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[6.29.3]Centering and shuttering including strutting, propping etc. and removal of form work for : 3. Columns, piers, abutments, pillars, posts and struts
46.7
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[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 3. Cold twisted bars
3041.43
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[7.21.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand)
110.51
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[7.22.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : 1. Cement mortar 1:4 (1 cement : 4 coarse sand)
64.29
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[7.47.1]Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor IV level in : 1. Cement mortar 1:4 (1 cement : 4 coarse sand)
24.46
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[7.48.1]Brick work with modular extruded brunt fly ash clay sewer bricks (Conforming to IS: 4885 ) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth : 1. Cement Mortar 1:4 ( 1 cement : 4 coarse sand)
28.82
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[9.33]Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm ( plus 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 up to 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 up to 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.
187.64
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[9.51.1]Providing and fixing false ceiling at all height including providing and fixing of framework made of special section, power pressed from M.S. sheets and galvanised with zinc coating of 120 gms/ sqm (both side inclusive) as per IS : 277 and consisting of angle cleat of size 25mm wide x 1.6mm thick with flanges of 27mm and 37mm, at 1200mm c/c, one flange fixed to the ceiling with dash fastener 12.5mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25 x10 x0.50mm of required length with nuts and bolts of required size and other end of angle hanger fixed with intermediate G.I channels 45 x15 x 0.90mm running at the spacing of 1200 mm c/c, to which the ceiling section 0.5mm thick bottom wedge of 80mm with tapered flanges of 26 mm each having lips of 10.5mm, at 450mm c/c, shall be fixed in a direction perpendicular to G.I intermediate channel with connecting clip made out of 2.64mm dia x 230mm long G.I wire at every junction, including fixing perimeter channels 0.50mm thick 27mm high having flanges of 20mm and 30mm long, the perimeter of ceiling fixed to wall/ partitions with the help of Rawl plugs at 450mm centre, with 25mm long dry wall screws @ 230mm interval, including fixing of Calcium Silicate Board to ceiling section and perimeter channels with the help of dry wall screws of size 3.5 x25mm at 230mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compounds, jointing tapes, finishing with jointing compounds in three layers covering up to 150mm on both sides of joints and two coats of primer suitable for boards, all as per manufacture`s specification and also including the cost of making opening for light fittings, grills, diffusers, cut outs made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in charge but excluding the cost of painting with: 1. 8 mm thick Calcium Silicate Board made with Calcareous & Siliceous materials reinforced with cellulose fibre manufactured through autoclaving process.
349.37
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Market rate for Chain link fencing- `Supply and Fixing of 2`x2` chain link fencing of 10 gauge GI coated including welding with m.s. Pipe and flat iron complete in all respect (Excluding the cost of MS pipe and Flat Iron) (NS)
343.74
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PROVIDING and laying and consolidation of 100 thick top layer of Cinder mixed with clay in ratio of 2:3( 2 part of cinder and three parts of clay) including consolidation of the same complete in all respect as per approval of the Engineer-in-Charge of the work (NS)
38
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Providing and fixing lawn Tennis Poles fixed type - Made of 80 mm x 80mm MS square pipe with special internal ratchet system for tightening the net. This enables perfect tension control for the net. Top cover made from Cast Aluminium with pully. To use of branded Epoxy paint (MRF) (NS)
1
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Supply and fixing of Volleyball poles as per FIVB Rules fixed type structure made of MS ISI mark tubing outer pole outer dia 88 mm with wall thickness of 3 mm thickness with arrangement of holding the net wire heavy duty. Net wire tightening mechanism, both with the help of a single key including Volley ball net complete in all respect as per approved company Engineer-in-charge. (NS)
1
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Providing and fixing of basketball pole as per BFI rules and finished goods made of heavy iron 6 inch diameter with 5 mm WT middle support of 60 mm diameter 4 mm WT, Extension as per BFI 2.20 mtrs including ring made of heavy iron MS bar (Solid), boards acrylic made without any water mark/scratch, water proof/weather proof made in U.S.A./Taiwan. Standard size 180x105 cm, 20mm, thick, covered with angle iron all around 35 mm x 4 mm with computerized lining of paint and tapered/chrome plated Nut bolts are used to fix the angle iron support completed in all respect. (NS)
1
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