Indian Institute Of Astrophysics Tender

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Indian Institute Of Astrophysics - IIA Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date30 Nov 2023
Closing DateCancelled
Tender Amount₹ 38,86,500 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)

91.14

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Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge

115.55

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Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.

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With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25

62.48

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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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1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size). Note: 1. Only approved sand shall be used. 2. Thread line has to be make at suitable interval which will be decided at the time of execution.

111.28

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Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.

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80 mm thick C.C. paver block (Heavy) of M-35 grade with approved color design and pattern. Note: 1. The Manufacturers should have ISO certification & satisfy the IS code specifications (IS 15658:2006, etc) with samples test results for selection/finalysation. 2. Pattern/design & colour will be decided at the site while execution by producing samples and approved by the competent authorities.

312.38

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Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). Note: Rate is inclusive of earthwork and backfilling for fixing/positioning of the kerb stones in alignment..

127.18

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Repair to plaster of thickness 12mm to 20 mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction of Engineer-In-Charge. Cement mortar 1:3 (1 cement: 3 coarse sand) has to be used for patch work.

10.08

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Plastering on internal & external surface of 12mm thick with cement mortar specified below, finished smooth, including scaffolding, curing, etc; complete for INTERNAL & EXTERNAL SURFACES of stone masonry/brick masonry walls sills, jambs, etc; complete all as per specifications UPTO FLOOR LEVEL, mix specified is for cement: fine sand. NOTE: Cement mortar 1:3 (1 cement: 3 coarse sand) has to be used for concrete surfaces.

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1:4 (1 cement: 4 fine sand)

47.25

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Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.

3.12

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Excavating and removal of roots of tree below pathways and filled with wet mix macadam, base course and sub base course, watering and compacting with the roller and make good the area. Cost of all materials, labour, HOM of machineries complete as per specifications.

27.3

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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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in charge.

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All kinds of soil

108.41

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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 derived from natural sources)

2.27

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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 550D or more.

272.16

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Grill work for storm water drain: Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a 2 coats of paint after priming coat of approved steel primer, scaffolding, etc complete.

157.5

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Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.

166.34

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