Tender For Annual Plan-Pro No 261/26-27-Rain Water Pit Construction And Rennovation Tarring Retarring Interlocking And Interlock Maintanance Work At Various Byelanes Of Cheriyamuttam To St Thomas Church Main Road St Thomas Church To Police Station Ma
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Project Description
Tender for Annual Plan-Pro No 261/26-27-Rain Water Pit Construction And Rennovation Tarring Retarring Interlocking And Interlock Maintanance Work At Various Byelanes Of Cheriyamuttam To St Thomas Church Main Road St Thomas Church To Police Station Main Road Manikyavilakom To Azad Nagar Main Road Police Station To Azad Nagar Main Road Balan Nagar In Poonthura Ward-Pro No 261/ 2026-27 Thiruvananthapuram Corporation.-General Civil Work
BOQ
| Sl. No. | Item Description |
| 1 | road MAintenance |
| 2 | OD66052/2026-2027:Providing and laying of Interlocking Concrete Block Pavements using 60 mm Blocks (M30) ofapproved size, design and shape, laid in required pattern over and including a bed of 6 mmstone aggregate 50 mm average thickness etc complete as per the direction of Engineer inCharge. |
| 3 | OD66053/2026-2027:Providing and laying of Interlocking Concrete Block Pavements using 80 mm Blocks (M30) ofapproved size, design and shape, laid in required pattern over and including a bed of 6 mmstone aggregate 50 mm average thickness etc complete as per the direction of Engineer inCharge. |
| 4 | OD61385/2026-2027:Taking out existing CC interlocking paver blocks from footpath/ central verge ,includingremoval of rubbish etc.,disposal of unserviceable material to the dumping ground,for whichpayment shall be made seperately and stacking of serviceable material within 50 metre lead asper direction of Engineer-in charge .(Based on DSR.16.83 |
| 5 | OD61386/2026-2027:Laying old cement concrete interlocking paver block of any design /shape laid in required line,level,curvature ,colour and pattern over and including 50 mm thick layer of 6mm aggregatefilling the joints with fine sand etc .all complete as per the direction of engineer -in -charge (OldCC paver blocks shall be supplied by the department free of cost) Based on DSR.16.84) |
| 6 | OD61381/2026-2027:Filling with contractor own earth ( excluding rock) in open areas in layers not exceeding 20 cm in depth , consolidating each deposited layer by ramming and watering , leed up to 50 m and lift up to 1.5 m as per direction of site engineer -in-charge , DAR Mod 50.2.26.1 |
| 7 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material |
| 8 | OD64140/2026-2027:supplying and providing Rainwater pits using CC rings inside having diameter of suitable sizeincluding earh work excavation erection of the rings and makeing nessessary filling at the gapsand pointing to finish covering with covering slab of minimum thicknes of 10cm. Costincluding all material etc. to install at site at suitabke intervells |
| 9 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification(i) Nominal mix (1:2:4) |
| 10 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately Please Enable Macros to View BoQ information |
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