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| 1 | Appendix 1 - Wharf Pile Boring |
| 2 | OD7886/2025-2026:Supplying, fitting and placing in position reinforcement using High Corrossion Resistant (HCR) for the RCC works for cages , supetrstructure including cost of materials, labour charges, conveyance , cutting, bending and tying in position, providing precast cover blocks etc, complete as per drawing and technical specifications and as directed by Engineer in charge, excluding cost of welding charges. Unit=1MT taking output=1MT (TS No 39/18-19) |
| 3 | 12.22:Providing Steel Liner 10mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing. |
| 4 | OD1098/2026-2027:Bored cast insitu M40 grade plie using batching plant, transit mixer and concrete pump excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000m. pile diameter - 700mm, including protective bunds, platform, driving down etc. |
| 5 | OD1350/2026-2027:Supplying and fixing cast iron bollards including cost of fittings and labour charges etccomplete |
| 6 | OD1512/2026-2027:Supplying and fixing 600mm long 20mm dia foundation bolt with each nuts and washers fixing bollards including all cost, fixing charges etc. (Sanctioned data of FHP Ponnani - Construction of quay, auction hall and reclamation work.) |
| 7 | Appendix 1 : Construction of Wharf and Auction hall |
| 8 | 16.45:Providing and fixing in position pre- moulded joint filler in expansion joints. |
| 9 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform |
| 10 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide |
| 11 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers |
| 12 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts |
| 13 | 50.6.3.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x10 cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level for 10 cm thick wall in : CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding complete |
| 14 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 15 | 13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) |
| 16 | 13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand) |
| 17 | 13.48.3:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture |
| 18 | 8.2.2.1:Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Granite of any colour and shadeArea of slab upto 0.50 sqm |
| 19 | OD9341/2024-2025:Supplying and fixing fender using lorry tyres including all cost of conveyance and fitting charges |
| 20 | 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) |
| 21 | 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) |
| 22 | 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) |
| 23 | 5.33.2.3:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cementAll work above plinth level upto floor V levelConcrete of M35 grade with minimum cement content of 370 kg /cum |
| 24 | 5.33.1.3:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cementAll work upto plinth levelConcrete of M35 grade with minimum cement content of 370 kg /cum |
| 25 | 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 |
| 26 | OD1397/2026-2027: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 derived from natural sources) along with addition of synthetic polyester triangular fibre of length 12 mm, effective diametre 10-40 microns and specific gravity of 1.34-1.40 in cement concrete/RCC /Flooring/ water retaining structures by using 125 gms of synthetic polyester triangular fibre for 50 kg cement used as per directions of Engineer in charge based on 4.1.8 |
| 27 | OD1479/2026-2027:Providing and laying flamed finish granite stone flooring in required design and patterns in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18mm thick stone slab over 20mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by engineer in charge flamed finish granite stone slab jet black, cherry red, elite brown, cat eye or equivalent (based on 8.12) |
| 28 | OD1511/2026-2027:Supplying, fitting and placing in position reinforcement using High Corrossion Resistant (HCR) for the RCC works for cages , supetrstructure including cost of materials, labour charges, conveyance , cutting, bending and tying in position, providing precast cover blocks etc, complete as per drawing and technical specifications and as directed by Engineer in charge, excluding cost of welding charges. Unit=1MT taking output=1MT (TS No 39/18-19) |
| 29 | OD1514/2026-2027:Providing steel liner 10mm thick for kerbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing |
| 30 | OD1516/2026-2027:Driving down 700mm dia MS liner already fabricated to the required depth including all hire charges of machineries, labour charges etc. complete (Based on TS no 39/18-19) |
| 31 | OD1517/2026-2027:Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-40 ofspecified diameter and length below the pile cap, to carry a safe working load not less than specified,excluding the cost of steel reinforcement but including the cost of boring with bentonite solution andtemporary casing of appropriate length for setting out and removal of same and the length of the pile to beembedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chiseltechnique by tripod and mechanical Winch Machine all complete, including removal of excavated earth withall its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap). Note: TruckMounted rotary/TMR/Tubewell boring machine shall not be used . 700 mm dia pile |
| 32 | 20.6.2.2:Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.Single pile above 50 tonne and upto 100 tonne capacityRoutine test (Test Load 1.5 times the Safe capacity) |
| 33 | 4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3graded stone aggregate 20 mm nominal size derived from natural sources) |
| 34 | Appendix 2 : Construction of Reclamation Bund |
| 35 | 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. |
| 36 | 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 Please Enable Macros to View BoQ information |
