Tender For Repairing And Maintenance Of Damaged Ips, Cement Concrete And Paver Block Footpaths And Kerb Channels At Abdul Hamid Street, Esplanade Row, Rani Rasmoni Road And Various Location In Ward No 046
Tender Overview
Project Description
Tender for Repairing And Maintenance Of Damaged Ips, Cement Concrete And Paver Block Footpaths And Kerb Channels At Abdul Hamid Street, Esplanade Row, Rani Rasmoni Road And Various Location In Ward No 046
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 16-Sep-2026 | DATE EXTENSION | Date | 21-Sep-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork in cutting to form road section in correct profile including removal of spoils not exceeding initial lead of 50m and initial lift of 1.5m (Mode of measurement: pre works and post works) (i) In ordinary soil |
| 2 | Laying of interlocking Paver Blocks as per approved design over 20-30mm th medium yellow sand bed with true to line,lavelling,proper compaction with vibrator etc. with jointing with kerb/edge should be made with Cement Concrete (1:2:4)etc. as per the direction of the Engineer-in-charge and including cost of materials,labour etc. complete |
| 3 | BUILDING WORKS(D) Flooring..A. ORIGINAL WORKS..(3)Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. |
| 4 | ORDINARY CEMENT CONCRETE ( MIX 1:2:4 ) WITH GRADED STONE CHIPS ( 20 MM NOMINAL SIZE) EXCLUDING SHUTTERING AND REINFORCEMENT, IF ANY, IN GROUND FLOOR AS PER RELEVANT IS CODES (BASED ON PWD SCHEDULE OF RATES, W.E.F. 01.11.2017 WITH CORRIGENDA DT.04.06.2018) |
| 5 | SUPPLYING AND LAYING IN THE SPECIFIED PATTERN OF INTERLOCKING CONCRETE BLOCK PAVEMENTS (ICBP) WITH CONCRETE BLOCKS (WITH CONCRETE GRADE AS SPECIFIED AS PER TABLE 1 OF IS 15658 : 2006) MANUFACTURED FROM BIS LICENSEE A PAVER BLOCK USED AS A DEVICE FOR KEEPING MINIMUM JOINT GAP IN BETWEEN THE PAVING BLOCKS, AS PER CL. NO 3.26 OF IS: 15658) AND OF SPECIFIED SIZE AND SHAPE WITH ASPECT RATIO (THE RATIO OF LENGTH TO THICKNESS OF A PAVER BLOCK, AS PER CL.NO.3.3 OF IS: 15658) AS PER TABLE 2 OF IS: 15658 WITH FLEXURAL STRENGTH/BREAKING LOAD AS PER ANNEXURE G OF IS:15658, ON THE PREPARED BASE COURSE OF SPECIFIED CBR AS PER TABLE 1 OF IRC SP 63 (2018) OR ELSE AS MENTIONED IN DESIGN AND DRAWING WITH A CUSHION OF COMPACTED BEDDING SAND OF 25-35 MM THICK (GRADING OF THE BEDDING SAND AS PER CLAUSE 6.5.1 OF IRC SP-63) AND FILLING UP THE GAPS IN BETWEEN PAVER BLOCKS WITH JOINT FILLING SAND (THE GRADING OF THE JOINT FILLING SAND WILL BE AS PER CLAUSE 6.5.2 OF IRC SP 63) AND COMPLETING THE EDGES WITH CUT BLOCKS AS PER CL. NO. 8.7 OF IRC SP - 63(2018) AND FILLING UP OF THE EDGE GAP. |
| 6 | Labour for laying single brick flat soling including ramming and dressing bed to proper level and filling joints with powdered earth. |
| 7 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 8 | 35mm thick Cement Concrete Pavement (1:2:4) in floor/footpath etc. with graded stone chips 11.2mm down,properly leveled with 3mm thick screen on top by cement slurry [email protected] cement per Sqm. Rounding off corners, chequering as required including taking necessary protective measure complete in Gr.floor/footpath. |
| 9 | Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge. |
| 10 | Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary. Note:- Add cost at site of the materials to arrive at the complete rate. The compaction factor for dry, clean sand may be taken as 0.835. (The payment is to be made on the basis of finished compacted volume). (c) For Silver Sand |
| 11 | Taking out stone slab of kerb & channel of road side drain and stacking as directed. a) vertical kerb stone. |
| 12 | Taking out stone slab of kerb & channel of road side drain and stacking as directed. b) flat channel stone. |
| 13 | Resetting of Stone Slabs of kerb & channel of road side drain to correct line and level including cement pointing (1:2). a) Vertical Kerb |
| 14 | Resetting of Stone Slabs of kerb & channel of road side drain to correct line and level including cement pointing (1:2). b) flat channel stone. |
| 15 | Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation. (a) 1:3:6 proportion |
| 16 | Estimated amount |
| 17 | Add: 9%SGST |
| 18 | Add: 9%CGST |
| 19 | 1% LWC Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Tender Published
Tender notice published.
CompletedCorrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 2 daysBid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysBid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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