Works Department Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2022_EICCL_82790_4Bid Award Id
ViewTender No
CCE.Ctc.(RandB)12/2022-23Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
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Documents
BOQ Items
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Filling foundation and plinth with good quality river sand with watering and ramming incluing cost, conveyane, cost of all materials and labour etc complete as per direction and specification of Engineer in charge
388.53
-
284.1
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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 and all round the column pits, wall trenches, basement excavation, top perimeter of building, expansion joints, over the top surface of consolidated surroundings of pipes and conduits etc. complete as per specification and direction of Engineer in charge
900
-
121.5
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Cement concrete (1:4:8) in foundation and plinth using 4cmsize hard crusher broken granite stone metal of approved quality and from approved quarry including lowering, laying concrete watering, curing etc, complete to required levels laid in layers to required thickness including cost, conveyances, royalties, taxes of all materials and cost of all labour with T&P required for the work etc, complete as per specification & direction of the Engineer-in-charge
79.02
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4387.1
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Cement concrete (1:3:6) in foundation and plinth using 4cmsize hard crusher broken granite stone metal of approved quality and from approved quarry including lowering, laying concrete watering, curing etc, complete to required levels laid in layers to required thickness including cost, conveyances, royalties, taxes of all materials and cost of all labour with T&P required for the work etc, complete as per specification & direction of the Engineer-in-charge
90
-
4773.9
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Fly Ash Bricks masonry (25cmx12cmx8cm) having crushing strength not less than 75Kg/sqcm in cement mortar (1:6) after immersing the bricks for six hours in water before use in Foundation and Plinth for ornamental flower beds, plinth molding and similar such type of works with all necessary projections, cutting, circular molding, corbelling, watering, curing etc. including cost, conveyances, royalties of materials and cost of all labour with T&P required for the work etc. complete along with testing of strength as per relevant I.S.standard andas per specification & direction of Engineer-in-charge. Ground floor
65.21
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4326.6
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Fly Ash Bricks masonry (25cmx12cmx8cm) having crushing strength not less than 75Kg/sqcm in cement mortar (1:6) after immersing the bricks for six hours in water before use in Superstructure and for ornamental flower beds, plinth molding and similar such type of works with all necessary projections, cutting, circular molding, corbelling, watering, curing etc. including cost, conveyances, royalties of materials and cost of all labour with T&P required for the work etc. complete along with testing of strength as per relevant I.S.standard andas per specification & direction of Engineer-in-charge. Ground floor
250.28
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4360
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1st floor
261.79
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4638.6
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2nd floor
261.79
-
4958.9
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3rd floor
261.79
-
5327.3
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4th floor
34.23
-
5751
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RCC work of M-25 grade with 20mm and down graded size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including frame works including cost, conveyance, cost of all labour, T&P, cost of all materials etc. complete as per direction and specification of Engineer-in-charge. Pile Cap
619.36
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5505.34
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Grade Beam and Plinth Beam
37.91
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5867.59
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Roof Beam GF
50.55
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11428.27
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1st floor
91.5
-
12732.36
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2nd floor
91.5
-
14292.86
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3rd floor
91.5
-
16160.5
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4th floor
26.26
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18395.8
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Lintel GF
1.26
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9121.69
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1st floor
1.58
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9964.95
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2nd floor
1.58
-
10972.3
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3rd floor
1.58
-
12175.31
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4th floor
0.32
-
13613.46
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Staircase GF
12.19
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10935.49
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1st floor
12.19
-
12140.48
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2nd floor
34.41
-
13582.7
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3rd floor
12.19
-
15308.16
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Roof Slab GF
90.42
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9758
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1st floor
187.2
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10727.84
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2nd floor
187.2
-
11887
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3rd floor
187.2
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13274.28
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4th floor
23.33
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14931.8
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RCC work of M-30 grade with 20mm and down graded size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including frame works including cost, conveyance, cost of all labour, T&P, cost of all materials etc. complete as per direction and specification of Engineer-in-charge. Column above plinth level GF
125.85
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11450.86
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1st floor
99.68
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12652.8
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2nd floor
89.71
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14192.9
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3rd floor
89.71
-
16182.3
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4th floor
11.2
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18417.6
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Cutting, straightening coiled or bent up M.S. Rod or tor steel using SAIL/RINL/TATA/JINDAL STEEL/ SHYAM STEEL 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 (payment will be made on standard weight of B.I.S. for M.S. Rods or tor steel only) etc. complete as per specification & direction of Engineer-in-charge Ground floor
1513.61
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9063.8
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1st floor
523.96
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9088.6
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2nd floor
537.52
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9114.7
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3rd floor
506.41
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9142.1
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4th floor
87.29
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9170.9
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EI Work - Supplying and fixing of following sizes of medium class PVC conduit along withaccessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 20mm
1480
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65
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25mm
1350
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75
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Supplying and fixing metal box of following sizes (nominal size on surface or in recess with suitable size of phenomic laminated sheet cover infront including painting etc as required.75mm x 75mm x 60mm deep
70
-
85
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100mm x 100mm x 60mm deep
60
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100
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20mm Junction Box one way
50
-
35
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20mm Junction Box Two way
70
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35
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20mm PVC Bend
105
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6
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25mm PVC Bend
110
-
8
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