Works Department Tender
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Costs
EMD
₹ 36,870Document Cost
₹ 6,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CERWI_100087_14Bid Award Id
ViewTender No
BI No.Tender Online SNPR-14 of 2023-24Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
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Documents
BOQ Items
Diluting and injecting chemical emulsion (to be supplied free of cost at site of work) for PRE CONSTRUCTIONAL Anti-termite treatment and creating a continuous chemical barrier under and all-round the column pits, wall trenches, basement excavation, top perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surroundings of pipes and conduits etc. complete as per specifications (plinth area of the building at ground floor only shall be measured for payment).
103.84
10851
104.5
Providing and laying plain cement concrete 1:4:8 (1 cement : 4 sand : 8 stone agregate 40mm nominal size) as levelling course in floor and plinth including tempering, curring, shuttering etc. complete all depth and height.
9.5
50630
5330.63
Providing and laying plain cement concrete 1:2:4 (1 cement: 2 sand: 4 stone aggregate 12mm nominal size) as levelling course in foundation and plinth etc. including tempering, curring, shuttering etc.complete all depth and height.
10.38
76891
7407.64
First class Fly ash Brick masonry using bricks of size 25 cm. x 12 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix( 1:6) with ordinary Portland slag cement(PSC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Foundation & Plinth including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-in-Charge.
-
-
-
Sub structure
12.93
65661
5080.17
Fly Ash. brick masonry of size 25 cm. x 12 cm. x 8 cm. having crushing strength not less than 75 kg. Per Sqr. Cm. in cement mortar of mix (1:6) with approved grade cement and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Superstructure including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-in-charge
-
-
-
Ground floor
33.14
169627
5118.51
1st floor
23.29
126050
5411.51
tarrce floor
11.01
63290
5748.47
Half brick work with Fly Ash brick masonry in cement mortar (1:4) in super structure having a crushing strength of not less than 75 kg./sqcm with dimensional tolerance ± 2% including splays cutting circular moulding chamfering and corbelling and similar such type of works with all necessary projections watering and curing after immersing the bricks in water at least for six hours before use including cost, conveyance, royalties and taxes of all materials with all labour,labour cess and T & P required for the work complete in all respect as per direction of Engineer-in-Charge.
-
-
-
Ground floor
5.14
27726
5394.21
1st floor
7.19
40891
5687.21
Providing, lifting, hoisting and laying Reinforced cement concrete of M-25 grade as per approved designs and drawings having a minimum compressive strength (in work test) 250 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position.
-
-
-
Ground floor
-
-
-
Footing
8.23
59850
7275.8
Column up to plinth
1.89
28524
15092.5
Plinth Beam
5.47
44300
8097.35
Column above plinth
4.53
68338
15092.5
Roof Beam
4.12
62105
15092.5
Slab
11.15
137568
12339.1
Stair case
1.71
25778
15048.63
Lintel
2.62
37599
14334.6
Chajja
5.81
6935
1194.7
First floor
-
-
-
Column
3.44
57808
16819.6
Lintel
2.16
34429
15910.16
Chajja
5
6741
1349.6
Roof Beam
3.11
52376
16819.64
Slab
9.13
123369
13515.48
Stair case
1.71
28721
16766.96
Terrace floor
-
-
-
Column
1.61
30314
18887.5
Roof Beam
3.11
58815
18887.5
Slab
1.53
22891
14922.54
Cutting, straightening coiled or bent up M.S. Rod or tor steel of SAIL/ TATA / RINL (VIZAG) make including bending, binding, welding and joining if necessary and tying the grills and placing in position as required for R.C.C. Work and for providing fan hooks as required, hoisting, lowering, laying including cost, conveyances, taxes of M.S. Rod or tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all floors (Linear measurement will be taken and quantity will be calculated basing on the standard weight of B.I.S. for M.S. Rods or tor steel only. Wastage if any, including weight of binding wire will not be considered for measurement) etc. complete as per specification & direction of Engineer-in-charge.
-
-
-
Ground floor
47.97
428729
8937.46
First floor
21.77
195136
8963.57
Terrace floor
5.08
45692
8990.98
12mm cement plaster to out side of brick surfaces with cement mortar of mix 1:6 (1 cement : 6 fine sand) including necessary scaffolding, curing etc. all complete at all floors and all heights.
-
-
-
Ground floor
136.86
21883
159.9
First floor
119.73
19875
166
Terrace floor
34.99
6028
172.3
16mm cement plaster to inside of brick surfaces with cement mortar of mix 1:6 (1 cement : 6 fine sand) including necessary scaffolding, curing etc. all complete at all floors and all heights.
-
-
-
Ground floor
300.55
68255
227.1
First floor
271.85
63206
232.5
Terrace floor
26.39
6282
238.1
6 mm cement plaster on RCC surfaces at ceiling/slab soffit and other locations with cement mortar of mix 1:4 (1 cement : 4 coarse sand) including necessary scaffolding, curing etc. all complete at all floors and all heights.
-
-
-
Ground floor
84.62
14985
177.1
First floor
69.65
12627
181.3
Terrace floor
13.34
2476
185.7
Supplying, fitting & fixing of 8-10 mm thick & size of 600x600 mm vertified floor tile of matt finish with veilcraft (VC/FT ) shield( Scratch free/stain free) with water absorption limit between 0.08% to 3% and conforming to IS : 15622:2006 (Group B Ib). laid on 20 mm thick cement mortar (1:4) (1 cement : 4 course sand) and filling joints with white cement of approved quality including cost of all materials, labour T&P etc. required for the work all complete as per direction of the Engineer-in-charge (for New Work only )
-
-
-
Ground floor
79.45
92534
1164.68
First floor
78.16
91863
1175.39
Supplying, fitting & fixing of 8-10 mm thick and size of 600x600 mm vertified wall tile of in dadoes, skirting and risers of steps of laid on 12 mm thick cement mortar (1:3) (1 cement : 3 course sand) jointed with slurry mixed with pigment to match the shades of the tiles etc. complete including cost of all materials, labour T&P etc. required for the work all complete as per direction of the Engineer-in-charge.
-
-
-
Ground floor
19.01
24266
1276.24
First floor
19.01
24572
1292.36
Providing and fixing seasoned sal wood work in frames at any locations including doors, windows,cupboard, clerestory and other frames fixing in position including cost of hinges, M.S. flat (30mm x 6mm) hold fasts lugs or dash fasteners of required dia and length as per drawing / specification, at all floors and all heights.
-
-
-
Ground floor
0.25
19703
79450.57
First floor
0.4
31700
79450.57
Factory made 30mm/32mm flush door shutter (Laminates both side of frame) with all labour, iron fittings, and wooden hinged cleats etc fitted and fixed complete in all respect.(SR-2022)
-
-
-
Ground floor
13.23
141145
10668.61
First floor
18.27
194915
10668.61
Providing and fixing factory made 2 track 2 panel KOMMERLING UPVC white colour sliding window comprising of uPVC multi-chambered frame having section Frame 58mm x 49mm, Window sash: 37mm x 61mm, made out of lead free green profiles with corners fusion welded, fully reinforced with Galvanized steel 1.5/2.0 mm. The windows profile should fulfill the requirements of Viny 2010. The physical properties of the profiles like Vicat softening temperature, density, tensile strength, hardness, weatherability, impact strength and Modulus of Elasticity should be tested in accordance with ASTM/DIN-ISO standards and the thermal conductivity as per IS standards. The window comprising of uPVC extruded glazing beads of appropriate dimension, EPDM gasket, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size. The sash will be fitted with 5mm clear glass ( float ).complete in all respect as per specification and direction of the Engineer in Charge. etc. complete.
-
-
-
Ground floor
10.8
53578
4960.97
First floor
9.36
46434
4960.97
Supplying and Fixing of M.S. Grills, M.S.Doors, M.S. Gate etc including cost,conveyance of all materials,priming,and labour for fitting fixing etc.complete as per the instruction of Engineer-in-Charge
-
-
-
Ground floor
364.5
27337
75
First floor
225
16875
75
Terrace floor
141.19
10589
75
Priming one coat with wall cement primer (water bound) to make an even finished surface in all floors and heights to wall surface of approved make and shade including sand papering, applying putty wherever necessary & cost of scaffolding, staging charges with cost, conveyance, taxes of all materials, cost of all labour,labour cess T&P etc. complete as per the direction of the Engineer-in-charge.
-
-
-
Ground floor
522.03
35915
68.8
First floor
461.23
32470
70.4
Terrace floor
74.71
5386
72.1
Painting two coats with approved anti-fungal weather seal paints (ISI) of approved colour, shade on wall surface over a coat of wall primer(ISI) water bound including sand papering, polishing the surface, cost, conveyances of all materials and cost of all labour,labour cess with T&P etc, complete as per specification & direction of Engineer-in-charge.
-
-
-
Ground floor
136.86
11756
85.9
First floor
119.73
10632
88.8
Terrace floor
34.99
3215
91.9
Finishing plastered surfaces of walls with cement based wall putty (Water based) of approved make and finishing the surface smooth and even by sand papering to receive painting in walls, at all heights with staging wherever necessary with cost, conveyance, taxes of all materials, cost of all labour,labourcess, all T&P etc. required for the work complete in all respect as per the direction of the Engineer-in-charge.
-
-
-
Ground floor
522.03
40144
76.9
First floor
461.23
35468
76.9
Terrace floor
74.71
5745
76.9
Painting two coats with approved plastic emulsion paint over a coat of wall primer of make Dulux / Berger / Asian to inside surface of walls finished with Acrylic Wall putty (water based) of make (Birla / JK) and finished smooth & even surface to receive painting using roller to the final coat including cost of scaffolding staging charges with cost, conveyances, taxes of all materials, cost of labour, T&P required for the work etc. complete for all floors as per specification & direction of the Engineer-in-charge. Note :- Sample of Paint & Primer shall be approved before procurement and use.
-
-
-
Ground floor
385.17
36167
93.9
First floor
341.5
32647
95.6
Terrace floor
39.72
3868
97.4
Painting two coats with approved Enamel Paint on wood work over a coat of Wood Primer in Ground Floor
-
-
-
Ground floor
71.19
15901
223.37
First floor
71.19
15901
223.37
Painting two coats with approved Enamel Paint on wood work over a coat of Wood Primer in Ground Floor
-
-
-
Ground floor
7.88
1759
223.37
First floor
9.9
2264
228.78
Painting two coats with approved enamel paint on steel work over a coat of primer including cost of paint, all labour, T&P, scaffolding if necessary etc complete.
-
-
-
Ground floor
11.88
1859
156.5
First floor
9.9
1586
160.3
Terrace floor
9.9
1625
164.2
Supplying, fitting and fixing of Stainless steel of 304 grade in hand ralling using 50mm dia of 2mm thick circular pipe with Balustrade of size 32mm X 32mm X 2mm @ 0.90mtr. C/C and stainless square pipe bracing of size 32mm X 32mm X 2mm in 3 rows in stair case as per approved design and specification, buffing, polishing etc with cost, conveyance, taxes, all materials, labour, T&P etc. required for the complete in all respect.
-
-
-
Ground floor
177.99
51884
291.5
First floor
177.99
51884
291.5
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