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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 2 | All kinds of soil. |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 4 | 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 5 | 1:5:10 (1 cement : 5 coarse sand (zone-llIl) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 6 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain 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 and finishing 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 minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.3.1) All works upto plinth level :3.1.1) Concrete of M10 grade with minimum cement content of 220 kg /cum |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 8 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 9 | 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 1S: 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 cement.5.1) All works upto plinth level5.1.1) Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 10 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 11 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 12 | 12 mm cement plaster: |
| 13 | 1:6 (1 cement : 6 fine sand) |
| 14 | 15 mm cement plaster on the rough side of single or half brick wall of mix : |
| 15 | 1:6 (1 cement: 6 fine sand) |
| 16 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 17 | Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) |
| 18 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 19 | 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. |
| 20 | 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 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineerin-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 21 | Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 22 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 23 | 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 50 mm 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. |
| 24 | 60 mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. |
| 25 | Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mmnominal size) finished with a floating coat of neat cement, all complete as per standard design :16.1) 2.30 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) :16.1.1) With Sewer bricks conforming IS : 4885 |
| 26 | Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m : |
| 27 | With Sewer bricks conforming IS : 4885 |
| 28 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. |
| 29 | Providing and laying cement concrete (M30 grade) tactile tile such as directional, warning or hazardous (for vision impaired persons as per standards) of size 300x300x60 mm {60 mm base + (5mm ± 0.5mm) thick raised portion} of approved make in all colours (preferably yellow) and shades for footpath aid in required colour & pattern over 50mm thick compacted bed of fine 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 jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per manufacturer's specifications & direction of Engineer- in-Charge (The thickness of wearing layer should not be less than 8mm) and as per harmonized guidelines and space standards for barrier free built environments for persons with disability and elderly persons. |
| 30 | Less Cost Index @0.09% on DSR items |
| 31 | Add modified GST correction on DSR Items@ 0.973 |
| 32 | Conducting SUE Survey in a corridor of 4-6 meter width to detect buried utilities like pipes, cables etc. in such corridor. Marking of the detected utilities on the map of corridor with information of locations and depth to the top of various utilities detected. Onsite detection to be conducted using minimum tolls of Electronic Pipe Locator (EPL) and Ground Penetrating Radar (GPR). GPR work to be conducted using 500MHz and 300MHz antenna for best possible resolution and penetration. The specifications are SUE survey should be in accordance with ‘Code of Practice for Subsurface Utility Engineering Suiting Indian Conditions – Guidelines & Specifications for Detection, Verification & Depiction of Existing Subsurface Utility Data’. (Rate as per EE Division West Road-2 03/SE/WMC/PWD/2026-27 (R-1))20.1 Along the Road, 6mm wide corridor |
| 33 | 20.1.1 ) Road Crossings20.1.2 ) Road crossings with dividers 60m width |
| 34 | 20.1.3 ) For each additional increment over and above 60m width |
| 35 | Installation of HDPE product pipe by HDD method for on grade gravity sewer including preparing and setting up the plant and equipment, preparing new pipe-work material, making of entry & exit pits upto 5 meter depth, installing new pipe-work and commissioning system or making the system ready for commissioning by HOD operating including, all related civil and mechanical works like excavation, shorting/strutting, etc. drilling, stringing, reaming, and pulling back the new pipework on the designed bore path alignment, proper disposal of drilling fluid and back fill of site after completion all inclusive as per IIndSTT:101-2022; Code of Practice for Horizontal Directional Drilling Technique Suiting Indian Conditions. (Rate as per EE Division West Road-2 NIT No 03/SE/WMC/PWD/2026-27 (R-1))21.1) HDPE Pipes between 710mm & 900 mm outer dia21.1.1) Other soil types / mixed strata (Including soft rock & hard rock) |
| 36 | Providing HDPE Pipe material grade PE-80, PN-4 as confirm to IS:14533, 1966 (amended upto date) including GST, transportation, loading, unloading etc. suitable for butt fusion jointing. (Rate as per EE Division West Road-2 NIT No 03/SE/WMC/PWD/2026-27 (R-1)) |
| 37 | 710mm outer Diameter |
| 38 | Laying and positioning of HDPE Pipe of material grade PE-80, PN-4 in trenches as confirm to IS: 7634 (part-II):2012 including testing but excluding the cost of jointing. (Rate as per EE Division West Road-2 NIT No 03/SE/WMC/PWD/2026-27 (R-1)) |
| 39 | 710mm outer Diameter |
| 40 | Providing butt fusion welding joints to HDPE Pipe of grade PE-80, PN-4 as confirm to DVS 2207 part-II. (Rate as per EE Division West Road-2 NIT No 03/SE/WMC/PWD/2026-27 (R-1)) |
| 41 | 710mm outer Diameter |
| 42 | Making arrangement for shoring support to side of the trench by providing /driving/installing in position by driving of ISMB 300x100 mm at 1.2 m c/c with guide angle/iron of size 125x100mm upto depth fixing/placing M.S. plate in between ISMB guide welded M.S. Plate having from of angle 40x40x5mm and 1.5mm thick 18gauge M.S. plate at the suitable length and width on each face of the suitable length and width on each face of the trench ISMB shall be started by propped or 50 nos. M.S. plate of 1.5mtr. c/c nuts, bolts, plates to be complete the system i/c removal of entire arrangement after laying of sewer line in part of a whole detail as per drawing (Rate as per EE Division West Road-2 NIT No 03/SE/WMC/PWD/2026-27 (R-1)) |
| 43 | Hire and running charges of Hydraulic Excavator capacity with Operator (8 hr Shift) (Rate as per EE Division West Road-2 NIT No 03/SE/WMC/PWD/2026-27 (R-1)) |
| 44 | Hire and running charges of crane 20 tonne capacity with Operator (8 hr Shift) (Rate as per EE Division West Road-2 NIT No 03/SE/WMC/PWD/2026-27 (R-1)) Please Enable Macros to View BoQ information |
