Life Mission Tender
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Costs
EMD
₹ 50,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_LMK_563858_1Bid Award Id
ViewTender No
LM/EW/71/TDLCCS-PILOT EXT WORKS/2020-21-01Tender Authority
Life Mission ViewPurchaser Address
-Website
http://etenders.kerala.gov.inPackage Tenders
LM/EW/71/TDLCCS-PILOT EXT WORKS/2020-21LM/EW/71/TDLCCS-PILOT EXT WORKS/2020-21LM/EW/71/TDLCCS-PILOT EXT WORK/2020-21...more
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Documents
BOQ Items
4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
23.02
-
7113.44
5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.8
-
350
5.9.6 Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
8.8
-
901.48
5.9.5 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
48.2
-
678.28
5.22.6 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
262.48
-
102.61
5.1.3 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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
11.96
-
8964.72
50.5.33.1 Providing and laying in position machine batched and machine mixed design mix M- 20 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.Note: Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately. All work up to plinth level
1.41
-
9825.93
4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size
10.92
-
8340.93
2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m
109.54
-
269.9
50.2.25.1 Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to
50 m and lift up to 1.5 m as per direction of site Engineer-in-charge
708.36
-
548.85
5.22A.6 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more
670.98
-
102.61
50.5.33.2 Providing and laying in position machine batched and machine mixed design mix M-20 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix,
including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing
and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.Note:- Cement content considered in this item is @ 330 kg/cum. Excess or less cement used as per design mix is payable or recoverable separately. All work above plinth level upto floor V level
1.1
-
11550.4
13.16.1 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
9.3
-
279.31
13.43.1 Applying one coat of water thinnable primer of approved brand and manufacture on wall surface: water thinnable cement primer
9.3
-
73.74
13.60.1 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two
or more coats on new work
9.3
-
158.02
10.19 Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.
24
-
102.96
13.61.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or
more coats on new work
10
-
149.31
10.25.2 Item Shifted to head 14 as item 14.74Steel 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.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
400
-
160.92
60.7.1 DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality
blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials
labour charges etc. complete as per direction of Departmental officers at site
204.07
-
3644.45
LANDSCAPING
-
-
-
30.2.14.3 Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) :Holes 60 cm dia, and 60 cm deep
10
-
57.39
30.2.57.2 Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unsaverieable material?s as per direction of officer in charge (excluding cast of plant & water )Cost of plantation per Shrubs plants (for 200 nos.=427.45/200)
10
-
4.6
od327545/2022_2023 Supply and plantation of Red Palm tree of suitable diameter with 1.80 mtr height pierced up to 60 cm depth from the ground level and filling with mixture of available red earth and sludge or manure in the desired proportions ,flooding with water including all material ,labour ,lead and lift etc. complete as per the Direction of Engineer in charge
10
-
1482.61
Pipe Culvert and Pathway (MoRD Roads )
-
-
-
11.1.1.1 Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I.Ordinary soil (i)Upto 3 m depth
2.4
-
798.27
12.5.3 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III.R.C.C grade M 20
2.52
-
9482.36
13.1.1.1 Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 I.R.C.C grade M 20 (i)For nominal mix 1:2:4
1.44
-
10344.4
12.7 Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
0.16
-
92249.94
9.3.C Providing and Laying Reinforced Cement Concrete pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. (C)750 mm dia
8
-
3695.06
4.1.A.3 Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (iii) For Grading III Material
9.31
-
3112.88
4.11.2 Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii)Using Gravel mix soil.
41.05
-
2341.1
6.7.2 Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Blcok Pavements having thickness 60 mm as per drawing and Technical specification cluase 1504
410.52
-
906.38
10.11 Boundary Pillar Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704
104
-
1056.69
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