Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date12 Feb 2024
Closing Date23 Feb 2024
Tender Amount₹ 21,63,987
Costs
EMD
₹ 43,280Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_APWD_13407_1Bid Award Id
ViewTender No
NIT No. 121/EE/CD/APWD/DP/2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://apwd.and.nic.in/
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Documents
BOQ Items
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
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1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)
1.5
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1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
2
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Centering and shuttering including strutting, propping etc. and removal of form work for:
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Foundations, footings, bases for columns
11.4
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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 :
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1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
2
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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fllets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement:
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1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
3
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Reinforced cement concrete work in beams, suspended foors, 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 foor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).
4.2
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Centering and shuttering including strutting, propping etc. and removal of form for
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Suspended floors, roofs, landings, balconies and access platform
2
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Lintels, beams, plinth beams, girders, bressumers and cantilevers
101
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Columns, Pillars, Piers, Abutments, Posts and Struts
41.2
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Stairs, (excluding landings) except spiral-staircases
11
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
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Thermo-Mechanically Treated bars of grade Fe-500D or more.
165
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
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Thermo-Mechanically Treated bars of grade Fe-500D or more.
1875
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Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
673
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Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer.
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G.I. pipes
1000
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Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).
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Light shade pigment using white cement
18
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15 mm cement plaster on the rough side of single or half brick wall of mix :
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1:4 (1 cement: 4 fine sand)
271
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Finishing walls with Acrylic Smooth exterior paint of required shade .
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New work (Two or more coat applied @ 1.67 ILO 0 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sarM
580
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Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :
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Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
79
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Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge.
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With cement mortar 1:4 (1 cement : 4 fine sand)
78
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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
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Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
8
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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.
4
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Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead.
38
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Fencing with angle iron post placed at required distance embeddedin cement concrete blocks, every 15th post, last but one end postand corner post shall be strutted on both sides and end post on oneside only and provided with horizontal lines and two diagonalsinterwoven with horizontal wires, of barbed wire weighing 9.38 kg per100 m (minimum), between the two posts fitted and fixed with G.I.staples, turn buckles etc. complete. (Cost of posts, struts, earthwork and concrete work to be paid for separately). Payment to bemade per metre cost of total length of barbed wire used.
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With G.I. barbed wire
406
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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
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25 mm average thickness
82
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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.
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Bars upto 12 mm diameter
593
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Bars above 12 mm diameter
391
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Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer-In-charge complete in all respect.
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SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer
82
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Providing and laying SBR Polymer modified (of approved make @ minimum 2% by wt. of cement used) plain/reinforced concrete jacket for the structural members e.g. columns, pillars, piers, beams etc with concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of lOmm maximum size in proportion as per design criteria] with specified average thickness all-round existing core of RCC member. Note: Rates shall be for finished surface area of concrete and shall include the cost of making holes in existing RCC slab, if required, for pouring concrete in shuttering mould of jacket and appropriate approved Super-Plasticiser for rendering concrete as flowable self compacting and SBR polymer but shall exclude cost of reinforcement, bond coat, Shear Keys, centering and shuttering, strutting, propping etc (Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/tapping with a blunt metal instrument)
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50mm thick in Grade M 25 with cement content not less than 330 kg per cum
82
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Providing and fixing hard drawn steel wire fabric of size 75 x25 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.
82
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Providing and laying hollow cement concrete block walling 200mm thick consisting hollow block of size 400 x 200x200mm of mix 1:3:6(1cement :3 coarse sand:6 graded stone agg. 10mm nominal down size) having a crushing strength of 3.5N/mm2 at 28 days as per I.S. 2185 (Part-I) 1979 laid in cement mortar 1:6(1cement : 6 coarse sand).
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Upto floor five level
11
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Evaluation Notes How It Works ?
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