Forest Industries Travancore Limited Tender
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Costs
EMD
₹ 50,000Document Cost
₹ 2,950Tender Fee
Refer Documents
Summary
Kottakkal Municipality Plan 2024-2025,kottakkal Municipality Various Works (cluster 5)
Description
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Contact
Tender Id
2024_FITL_713621_1Tender No
FIT/CP-41/2024-25Tender Authority
Forest Industries Travancore Limited ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
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Documents
BOQ Items
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od174101/2024_2025 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4<br>course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required<br>including compaction, finishing and tamping etc .complete. Max. size of course<br>aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per<br>specification<br> (i) Nominal mix (1:2:4)<br>a)Materials
16.79
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-
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od174102/2024_2025 : Providing and fixing Granite of any colour & shade for Name Board of required size laid over base<br>of cement mortar 1:4(1 cement : 4 coarse sand), including all charges etc, complete at all levels,<br>including lettering & fixing.
1
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Appendix B - KAKKATHOD MYTHRI ROAD ANASWARA AUDITORIUM BACK SIDE RE CONCRETING AND SIDE PROTECTION WARD 6 (PROJECT NO. 478)
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3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 m
Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
16.38
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-
... More
od175352/2024_2025 : 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
44.27
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-
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12.5.2.1 : 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 mII.P.C.C. grade M 20 (i)Nominal mix (1:2:4)
2.93
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-
... More
od174101/2024_2025 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4<br>course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required<br>including compaction, finishing and tamping etc .complete. Max. size of course<br>aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per<br>specification<br> (i) Nominal mix (1:2:4)<br>a)Materials
4.86
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-
... More
od174471/2024_2025 : Providing and fixing Granite of any colour & shade for Name Board of required size laid over base of cement mortar 1:4(1 cement : 4 coarse sand), including all charges etc, complete at all levels, including lettering & fixing.
1
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-
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Appendix C - PANDAMANGALAM MANIYAM VEETTIL ROAD CONCRETING WARD 7 (PROJECT NO. 438)
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od174020/2024_2025 : Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.<br>All kinds of soil
226.24
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-
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od174021/2024_2025 : (51.2.3) Filling with Quarry Muck<br>Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
33.94
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-
... More
od174101/2024_2025 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4<br>course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required<br>including compaction, finishing and tamping etc .complete. Max. size of course<br>aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per<br>specification<br> (i) Nominal mix (1:2:4)<br>a)Materials
33.94
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-
... More
od174102/2024_2025 : Providing and fixing Granite of any colour & shade for Name Board of required size laid over base<br>of cement mortar 1:4(1 cement : 4 coarse sand), including all charges etc, complete at all levels,<br>including lettering & fixing.
1
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Appendix D - CHEENAMPUTHUR JUMA MASJID ROAD CONCRETING WARD 8 (PROJECT NO. 441)
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3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 m
Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
4.8
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-
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od175352/2024_2025 : 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
4.8
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11.6.3.2 : Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.III. Random Rubble Masonry
(ii)In cement mortar 1:4
15.12
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od176945/2024_2025 : Filling with contractor's own earth ( excluding rock) in open areas in layers not exceeding 20cm in depth , consolidating each deposited layer by ramming and watering, lead up to 50m and lift up to 1.50m as per direction of site engineer -in-charge.
4.32
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od174021/2024_2025 : (51.2.3) Filling with Quarry Muck<br>Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
1.08
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-
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od174101/2024_2025 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4<br>course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required<br>including compaction, finishing and tamping etc .complete. Max. size of course<br>aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per<br>specification<br> (i) Nominal mix (1:2:4)<br>a)Materials
1.08
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-
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od174102/2024_2025 : Providing and fixing Granite of any colour & shade for Name Board of required size laid over base<br>of cement mortar 1:4(1 cement : 4 coarse sand), including all charges etc, complete at all levels,<br>including lettering & fixing.
1
-
-
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Appendix E - KOTTOOR VADAKKETHIL PATHWAY CONCTRETING WARD 8 (PROJECT NO. 443)
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od174020/2024_2025 : Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.<br>All kinds of soil
111.8
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-
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od174021/2024_2025 : (51.2.3) Filling with Quarry Muck<br>Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
16.77
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-
... More
od174101/2024_2025 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4<br>course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required<br>including compaction, finishing and tamping etc .complete. Max. size of course<br>aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per<br>specification<br> (i) Nominal mix (1:2:4)<br>a)Materials
16.77
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-
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od174102/2024_2025 : Providing and fixing Granite of any colour & shade for Name Board of required size laid over base<br>of cement mortar 1:4(1 cement : 4 coarse sand), including all charges etc, complete at all levels,<br>including lettering & fixing.
1
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Appendix F - ALAMBATTIL INNEKKAL PATHWAY CONSTRUCTION WARD 8 (PROJECT NO. 472)
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od174020/2024_2025 : Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.<br>All kinds of soil
55.08
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-
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od174021/2024_2025 : (51.2.3) Filling with Quarry Muck<br>Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
8.26
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-
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od174101/2024_2025 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4<br>course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required<br>including compaction, finishing and tamping etc .complete. Max. size of course<br>aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per<br>specification<br> (i) Nominal mix (1:2:4)<br>a)Materials
8.26
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-
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od174102/2024_2025 : Providing and fixing Granite of any colour & shade for Name Board of required size laid over base<br>of cement mortar 1:4(1 cement : 4 coarse sand), including all charges etc, complete at all levels,<br>including lettering & fixing.
1
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Appendix G - CHULLIKKAD POTTIPPARA PATHWAY CONCRETING AND SIDE PROTECTION WARD 8 (PROJECT NO. 550)
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od174020/2024_2025 : Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.<br>All kinds of soil
54
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-
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od174021/2024_2025 : (51.2.3) Filling with Quarry Muck<br>Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
8.25
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-
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od174101/2024_2025 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4<br>course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required<br>including compaction, finishing and tamping etc .complete. Max. size of course<br>aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per<br>specification<br> (i) Nominal mix (1:2:4)<br>a)Materials
8.25
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-
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3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 m
Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
9.24
-
-
... More
od175352/2024_2025 : 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
27.39
-
-
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12.5.2.1 : 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 mII.P.C.C. grade M 20 (i)Nominal mix (1:2:4)
1.65
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-
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od174618/2024_2025 : Providing and fixing Granite of any colour & shade for Name Board of required size laid over base<br>of cement mortar 1:4(1 cement : 4 coarse sand), including all charges etc, complete at all levels,<br>including lettering & fixing.
1
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Appendix H - CHEENAMPUTHUR ANGANAWADI ROAD CONSTRUCTION WARD 9 (PROJECT NO. 450)
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od174020/2024_2025 : Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.<br>All kinds of soil
454.8
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-
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od174021/2024_2025 : (51.2.3) Filling with Quarry Muck<br>Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
68.22
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od174101/2024_2025 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4<br>course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required<br>including compaction, finishing and tamping etc .complete. Max. size of course<br>aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per<br>specification<br> (i) Nominal mix (1:2:4)<br>a)Materials
68.22
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od174102/2024_2025 : Providing and fixing Granite of any colour & shade for Name Board of required size laid over base<br>of cement mortar 1:4(1 cement : 4 coarse sand), including all charges etc, complete at all levels,<br>including lettering & fixing.
1
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Appendix J - PANNIKKALAYI HAMSA ROAD CONCRETING WARD 14 (PROJECT NO. 355)
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od174020/2024_2025 : Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.<br>All kinds of soil
169.2
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od174021/2024_2025 : (51.2.3) Filling with Quarry Muck<br>Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
25.38
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od174101/2024_2025 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4<br>course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required<br>including compaction, finishing and tamping etc .complete. Max. size of course<br>aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per<br>specification<br> (i) Nominal mix (1:2:4)<br>a)Materials
25.38
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-
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od174102/2024_2025 : Providing and fixing Granite of any colour & shade for Name Board of required size laid over base<br>of cement mortar 1:4(1 cement : 4 coarse sand), including all charges etc, complete at all levels,<br>including lettering & fixing.
1
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Appendix K - CH MUHAMMED KOYA MEMORIAL AUDITORIUM RENNOVATION PHASE 2 (PROJECT NO. 148)
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2.6.1 : 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
13.5
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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)
0.9
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5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
11.46
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5.1.2 : 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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
2.56
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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
611.48
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5.2.2 : 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. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
2.75
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5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
1.92
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5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
25.6
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50.6.1.1 : Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete
5.12
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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)
0.2
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4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
1.48
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13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
50.56
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13.46.1 : Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
21.76
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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
51
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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
300
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50.10.2 : Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
450
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12.48 : Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately)
21
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12.49 : Providing & laying on roof pressed clay tile ridge (Mangalore tile) of 20 mm thickness and of approved pattern on steel frame work complete (steel frame work to be paid separately ).
12
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8.18.1.1 : Stone work (machine cut edges Veneer work) for wall lining upto 10 m height, backing filled with a grout of 12 mm thick cement mortar 1:3 (1 Cement : 3 coarse sand) and jointed with Cement mortar 1:2 (1 cement : 2 stone dust), including rubbing and polishing complete. (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately).Kota stone slabs exposed face dressed and rubbed.25 mm thick
16
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od175991/2024_2025 : Providing and fixing Granite of any colour & shade for Name Board of required size laid over base of cement mortar 1:4(1 cement : 4 coarse sand), including all charges etc, complete at all levels, including lettering & fixing.
1
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Appendix L - VETERINARY HOSPITAL BUILDING RENNOVATION (PROJECT NO. 474)
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50.6.7.1 : Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
0.84
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13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
4.2
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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)
1.06
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19.4.3.1 : Providing and fixing square-mouth S.W. gully trap class SP -1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:180x150 mm size P typeWith common burnt clay F.P.S (non modular) bricks of class designation 7.5
1
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50.18.7.2.2 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer -in-Charge 20 mm dia 10 Kgf/cm2- Internal work - Exposed on wall
15
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50.18.7.4.2 : Providing and fixing PVC, pipes fittings including fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 32 mm dia 6 Kgf/cm2 - internal work- Exposed on wall
15
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50.18.9.9.2 : Providing and fixing PVC pipes includes joints of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in CHarge. 110 mm dia 4 Kg/cm2
15
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50.18.7.6.2 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing . This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 50 mm dia 6 Kgf/cm2 - Internal work- Exposed on wall
15
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-
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18.51.1 : Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.15 mm nominal bore
5
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18.53.1 : Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS: 893115 mm nominal bore
3
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50.17.1.4 : Supplying and fixing CP Health faucet good quality including cost of materials and labour charges etc. complete as per the direction of site engineer-in-charge.
2
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17.7.3 : Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps
3
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17.2.2 : Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:W.C. pan with ISI marked black solid plastic seat and lid
2
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8.31 : Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622
(thickness to be specified by the manufacturer), of approved make, in all colours,
shades except burgundy, bottle green, black of any size as approved by Engineerin-Charge,
in skirting, risers of steps and dados, over 12 mm thick bed of cement
mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @
3.3kg per sqm, including pointing in white cement mixed with pigment of matching
shade complete.
15.84
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11.41.2 : Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm.
79.91
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11.20.4 : 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).Ordinary cement without any pigment
3.52
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Appendix M - KOZOORPAADAM ROAD RE CONCRETING AND AND INSTALLATION OF SIDE PROTECTION WARD 01 (PROJECT NO. 407)
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od174101/2024_2025 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4<br>course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required<br>including compaction, finishing and tamping etc .complete. Max. size of course<br>aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per<br>specification<br> (i) Nominal mix (1:2:4)<br>a)Materials
13.91
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-
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od174834/2024_2025 : 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 approves steel primer.<br>G.I. pipes
315
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-
... More
11.4.4 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203IV.R.C.C grade M 20
2.4
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-
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od174102/2024_2025 : Providing and fixing Granite of any colour & shade for Name Board of required size laid over base<br>of cement mortar 1:4(1 cement : 4 coarse sand), including all charges etc, complete at all levels,<br>including lettering & fixing.
1
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Appendix N - MYTRI ROAD PADAM HANDRAIL CONSTRUCTION WARD 01 (PROJECT NO. 446)
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od174834/2024_2025 : 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 approves steel primer.<br>G.I. pipes
591.75
-
-
... More
11.4.4 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203IV.R.C.C grade M 20
4.56
-
-
... More
od174471/2024_2025 : Providing and fixing Granite of any colour & shade for Name Board of required size laid over base of cement mortar 1:4(1 cement : 4 coarse sand), including all charges etc, complete at all levels, including lettering & fixing.
1
-
-
... More
Appendix O - KOZOOR KUNJIPALLI ROAD RE TARRING WARD 1 (PROJECT NO. 480)
-
-
-
... More
5.5.A.1a : Modified Penetration Macadam 50 mm thick using Bitumen S-65 br Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.
81.48
-
-
... More
5.5.B.2a : Modified Penetration Macadam 75 mm thick using Bitumen S-65 br Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. br (B) 75 mm thick :- (II) Bitumen (S-65)
92.97
-
-
... More
4.9 : Wet Mix Macadam br Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. br By Mechanical Means with 1 km lead
18.4
-
-
... More
5.1.1a : Prime Coat :- Low porosity br Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
184
-
-
... More
5.2.3a : Tack Coat brProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
184
-
-
... More
5.2.1a : Tack Coatbr Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
874
-
-
... More
5.11.1.A.2a : Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 br Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 br By Manual Means :- Type A br (II) Bitumen (S-65)
690
-
-
... More
od174102/2024_2025 : Providing and fixing Granite of any colour & shade for Name Board of required size laid over base<br>of cement mortar 1:4(1 cement : 4 coarse sand), including all charges etc, complete at all levels,<br>including lettering & fixing.
1
-
-
... More
Appendix P - MILLUMPADI NELLIKKAPARAMBU ROAD RE TARRING WARD 02 (PROJECT NO. 167)
-
-
-
... More
5.5.A.1a : Modified Penetration Macadam 50 mm thick using Bitumen S-65 br Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.
81.12
-
-
... More
5.5.B.2a : Modified Penetration Macadam 75 mm thick using Bitumen S-65 br Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. br (B) 75 mm thick :- (II) Bitumen (S-65)
92.97
-
-
... More
4.9 : Wet Mix Macadam br Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. br By Mechanical Means with 1 km lead
18.64
-
-
... More
5.1.1a : Prime Coat :- Low porosity br Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
186.4
-
-
... More
5.2.3a : Tack Coat brProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
186.4
-
-
... More
5.2.1a : Tack Coatbr Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
876.4
-
-
... More
5.11.1.A.2a : Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 br Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 br By Manual Means :- Type A br (II) Bitumen (S-65)
690
-
-
... More
od174471/2024_2025 : Providing and fixing Granite of any colour & shade for Name Board of required size laid over base of cement mortar 1:4(1 cement : 4 coarse sand), including all charges etc, complete at all levels, including lettering & fixing.
1
-
-
... More
Appendix Q - CHANGUVETTY PMSAPTMALP SCHOOL ROAD RE TARRING WARD 02 (PROJECT NO. 385)
-
-
-
... More
5.5.A.1a : Modified Penetration Macadam 50 mm thick using Bitumen S-65 br Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.
59.4
-
-
... More
5.5.B.2a : Modified Penetration Macadam 75 mm thick using Bitumen S-65 br Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. br (B) 75 mm thick :- (II) Bitumen (S-65)
59.22
-
-
... More
4.9 : Wet Mix Macadam br Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. br By Mechanical Means with 1 km lead
14.78
-
-
... More
5.1.1a : Prime Coat :- Low porosity br Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
147.8
-
-
... More
5.2.3a : Tack Coat brProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
147.8
-
-
... More
5.2.1a : Tack Coatbr Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
657.8
-
-
... More
5.11.1.A.2a : Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 br Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 br By Manual Means :- Type A br (II) Bitumen (S-65)
510
-
-
... More
od174471/2024_2025 : Providing and fixing Granite of any colour & shade for Name Board of required size laid over base of cement mortar 1:4(1 cement : 4 coarse sand), including all charges etc, complete at all levels, including lettering & fixing.
1
-
-
... More
Appendix R - SMR KAIPALLI KUNDU ROAD RETARRING AND SIDE CONCRETE WARD 03 (PROJECT NO. 27)
-
-
-
... More
5.5.A.1a : Modified Penetration Macadam 50 mm thick using Bitumen S-65 br Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.
128.09
-
-
... More
5.5.B.2a : Modified Penetration Macadam 75 mm thick using Bitumen S-65 br Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. br (B) 75 mm thick :- (II) Bitumen (S-65)
131.44
-
-
... More
4.9 : Wet Mix Macadam br Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. br By Mechanical Means with 1 km lead
39.75
-
-
... More
5.1.1a : Prime Coat :- Low porosity br Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
397.5
-
-
... More
5.2.3a : Tack Coat brProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
397.5
-
-
... More
5.2.1a : Tack Coatbr Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
1792.5
-
-
... More
5.11.1.A.2a : Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 br Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 br By Manual Means :- Type A br (II) Bitumen (S-65)
1395
-
-
... More
od176945/2024_2025 : Filling with contractor's own earth ( excluding rock) in open areas in layers not exceeding 20cm in depth , consolidating each deposited layer by ramming and watering, lead up to 50m and lift up to 1.50m as per direction of site engineer -in-charge.
8
-
-
... More
od174021/2024_2025 : (51.2.3) Filling with Quarry Muck<br>Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
1.5
-
-
... More
od174101/2024_2025 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4<br>course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required<br>including compaction, finishing and tamping etc .complete. Max. size of course<br>aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per<br>specification<br> (i) Nominal mix (1:2:4)<br>a)Materials
1.5
-
-
... More
od174471/2024_2025 : Providing and fixing Granite of any colour & shade for Name Board of required size laid over base of cement mortar 1:4(1 cement : 4 coarse sand), including all charges etc, complete at all levels, including lettering & fixing.
1
-
-
... More
Appendix S - ABHILASH MALL ROAD NELLIKKAPARAMBU ROAD RE CONCRETING AND RE TARRING WARD 03 (PROJECT NO. 469)
-
-
-
... More
od174101/2024_2025 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4<br>course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required<br>including compaction, finishing and tamping etc .complete. Max. size of course<br>aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per<br>specification<br> (i) Nominal mix (1:2:4)<br>a)Materials
27
-
-
... More
5.5.A.1a : Modified Penetration Macadam 50 mm thick using Bitumen S-65 br Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.
34.56
-
-
... More
5.5.B.2a : Modified Penetration Macadam 75 mm thick using Bitumen S-65 br Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. br (B) 75 mm thick :- (II) Bitumen (S-65)
29.31
-
-
... More
4.9 : Wet Mix Macadam br Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. br By Mechanical Means with 1 km lead
12.75
-
-
... More
5.1.1a : Prime Coat :- Low porosity br Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
127.5
-
-
... More
5.2.3a : Tack Coat brProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
127.5
-
-
... More
5.2.1a : Tack Coatbr Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
352.5
-
-
... More
5.11.1.A.2a : Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 br Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 br By Manual Means :- Type A br (II) Bitumen (S-65)
225
-
-
... More
od174102/2024_2025 : Providing and fixing Granite of any colour & shade for Name Board of required size laid over base<br>of cement mortar 1:4(1 cement : 4 coarse sand), including all charges etc, complete at all levels,<br>including lettering & fixing.
1
-
-
... More
Appendix T - KUTTAPALLI ROAD RE CONCRETE WARD 04 (PROJECT NO. 402)
-
-
-
... More
od174101/2024_2025 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4<br>course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required<br>including compaction, finishing and tamping etc .complete. Max. size of course<br>aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per<br>specification<br> (i) Nominal mix (1:2:4)<br>a)Materials
28.98
-
-
... More
od174618/2024_2025 : Providing and fixing Granite of any colour & shade for Name Board of required size laid over base<br>of cement mortar 1:4(1 cement : 4 coarse sand), including all charges etc, complete at all levels,<br>including lettering & fixing.
1
-
-
... More
Appendix U - PARAYIL STREET ROAD SIDE CONCRETING WARD 04 (PROJECT NO. 449)
-
-
-
... More
od174020/2024_2025 : Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.<br>All kinds of soil
28.98
-
-
... More
od174021/2024_2025 : (51.2.3) Filling with Quarry Muck<br>Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
21.12
-
-
... More
od174101/2024_2025 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4<br>course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required<br>including compaction, finishing and tamping etc .complete. Max. size of course<br>aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per<br>specification<br> (i) Nominal mix (1:2:4)<br>a)Materials
25.92
-
-
... More
od174102/2024_2025 : Providing and fixing Granite of any colour & shade for Name Board of required size laid over base<br>of cement mortar 1:4(1 cement : 4 coarse sand), including all charges etc, complete at all levels,<br>including lettering & fixing.
1
-
-
... More
Appendix V - ANGANWADI SOOPPI BAZAR ROAD CONCRETING WARD 04 (PROJECT NO. 454)
-
-
-
... More
od174020/2024_2025 : Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.<br>All kinds of soil
169.2
-
-
... More
od174021/2024_2025 : (51.2.3) Filling with Quarry Muck<br>Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
25.38
-
-
... More
od174101/2024_2025 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4<br>course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required<br>including compaction, finishing and tamping etc .complete. Max. size of course<br>aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per<br>specification<br> (i) Nominal mix (1:2:4)<br>a)Materials
25.38
-
-
... More
od176337/2024_2025 : Providing and fixing Granite of any colour & shade for Name Board of required size laid over base<br>of cement mortar 1:4(1 cement : 4 coarse sand), including all charges etc, complete at all levels,<br>including lettering & fixing.
1
-
-
... More
Appendix W - CHEENAMPUTHUR PUBLIC POND RENNOVATION WARD 9 (PROJECT NO. 507)
-
-
-
... More
60.2.3 : Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete
28
-
-
... More
2.6.1 : 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
127.4
-
-
... More
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
8.39
-
-
... More
13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
32.4
-
-
... More
13.33.1 : Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing
108
-
-
... More
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)
4.05
-
-
... More
4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
16.2
-
-
... More
od175991/2024_2025 : Providing and fixing Granite of any colour & shade for Name Board of required size laid over base of cement mortar 1:4(1 cement : 4 coarse sand), including all charges etc, complete at all levels, including lettering & fixing.
1
-
-
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