Tender For General-Nabard-Ridf-Xxx-Development, Upgradation And Associated Infrastructure Works Of Fishing Harbour In Thrissur District-Chettuva Fishing Harbour-Balance Work Of Wharf And Auction Hall - Construction Of Cement Concrete Block For Reclam
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Tender for General-Nabard-Ridf-Xxx-Development, Upgradation And Associated Infrastructure Works Of Fishing Harbour In Thrissur District-Chettuva Fishing Harbour-Balance Work Of Wharf And Auction Hall - Construction Of Cement Concrete Block For Reclamation Bund Behind The Auction Hall And Formation Of Parking Area -General Civil Work
BOQ
| Sl. No. | Item Description |
| 1 | Appendix 1 : Construction reclamation bund near new Auction hall |
| 2 | 60.7.6:Supplying and stacking granite stone 20 to 45 dm3 for dumping works- Supplying at site of work granite stone 20 to 45 dm3 in size (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) for measurement ( deducting not less than 15% for voids as fixed by the departmental officer at site) including all cost, conveyance, loading and unloading charges all other incidental charges all leads and lifts etc. complete as per the direction of the departmental officers at site. |
| 3 | 60.39:Unified Data for A.S.E works - Dumping in position 20 to 45 dm3 in size (60% 45dm3,30% 30 to 40dm3,10% 20 to 30 dm3) to lines and levels to form the core of the sea wall as per the approved design |
| 4 | OD4656/2026-2027:Engaging Dozer with driver and fuel for levelling the pumped sand on the shore forbeach nourishment |
| 5 | OD1969/2026-2027:Casting of Cement Blocks using graded metal of 40mm,20mm and 6mm, using average 380kg of cement per m3 as per approved mix design having minimum cube strength requirement 1) @ 7 day 20N/mm2 (2)@28 day 30N/mm2 and min density of concrete 2.5 gm /cc as per the directions of departmental officers at site. No payment shall be done for excess quantity of cement. (PROVISION FOR HOOKS ADDED SEPARATELY) |
| 6 | OD1970/2026-2027:Centering and shuttering for concrete block of size 1.8mx1mx1 m includingstrutting and removal of form work after curing period etc. complete 4mm steel plates(weight -31.40kg/m2) and 60x60x6mm angles(5.40kg/m) are used for making the formwork Weight of plate (2x1.8+2x1)x31.40kg/m2=5.6 x31.40=175.84 kg. Weight of angles=(4x1.80+11x1+4x1.40+8x1.35)x5.4kg/m=34.6x5.4=186.84kg. Total weight=175.84+186.84=362.68. Assume that it can be used 40 times. 362.68/40=9.067 (Based on observed data of TS 2/2018-19 for the work Valiyathura Port - Protection woks to port compound at Valiyathura in Thiruvananthapuram district. |
| 7 | OD1971/2026-2027:Lifting , conveying the cement concrete blocks from stacking yard and placing in position in layers in lines and levels as per the direction of departmental officers at site (Based on observed data of TS 2/2018-19 for the work Valiyathura Port - Protection woks to port compoundat Valiyathura in Thiruvananthapuram District Dated:03-04-2018 |
| 8 | OD1979/2026-2027:Supplying and placing 220 gsm woven Geotextiles like polypropylene multi filament fabric using twisted high tenacity yarn at the back side of the reclamation wall in two layers as filter including providing necessary overlaps, all cost, conveyance, labour charges etc complete as per the instruction of departmental officers |
| 9 | 5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars |
| 10 | 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 |
| 11 | 4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 gradedstone aggregate 40 mm nominal size derived from natural sources) |
| 12 | 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 (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 13 | 4.4.1:Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering and finishing.1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 14 | 21.17:Providing and fixing anodised aluminium grill ( anodised transparent or dyed to required shade according to IS : 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P brass/stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge.(Only weight of grill to be measured for payment ). |
| 15 | For parking area filling |
| 16 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. |
| 17 | OD4551/2026-2027:Filling with Quarry Muck_Based on 51.2.3Filling 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 |
| 18 | OD5874/2026-2027: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. (i) For Grading I Material Please Enable Macros to View BoQ information |
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