| 1717655071000 | 1 | None | None | Buildings | CONSTRUCTION OF URINALS NEAR NEW BUS STAND,DEPUTY TAHASILDAR OFFICE GROUND,AND ABBIGERI ROAD AT NAREGAL TOWN | 316925.22 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3234647 | 111796 | None | PWD Comman SR 2023-24, Item no. 1.17.1, Page No.10 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. (PWD Comman SR 2023-24, Item no. 1.17.1, Page No.10) | Cum | 296.86 | 296.86 | 3.3 | False | None | None | False | None | False | 979.638 | 0 | | 3234648 | 111796 | None | PWD SR Vol-01, 2023-24, Item no. 2.1.2, Page No.15 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates (PWD SR Vol-01, 2023-24, Item no. 2.1.2, Page No.15) | Cum | 5833.92 | 5833.92 | 1.08 | False | None | None | False | None | False | 6300.6336 | 0 | | 3234649 | 111796 | None | PWD Vol-1 SR 2023-24, Item no. 1.10, Page No.7 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications. | Cum | 164.8 | 164.8 | 12.72 | False | None | None | False | None | False | 2096.256 | 0 | | 3234650 | 111796 | None | PWD Vol-1 SR 2023-24, Item No. 2.11a, Page No. 18 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings (PWD Vol-1 SR 2023-24, Item No. 2.11a, Page No. 18) | Tonne | 92140.71 | 92140.71 | 0.45 | False | None | None | False | None | False | 41463.3195 | 0 | | 3234651 | 111796 | None | PWD Vol-02 SR 2023-24, Item no. 6.7, Page No.13 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. (PWD Vol-02 SR 2023-24, Item no. 6.7, Page No.13) | Cum | 8457.33 | 8457.33 | 14.31 | False | None | None | False | None | False | 121024.3923 | 0 | | 3234652 | 111796 | None | PWD SR, Vol.1, 2023-24, Item no. 2.5.2, Page No.16 | Providing and laying in position Cement Concrete for all Super structures of building, Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR, Vol.1, 2023-24, Item no. 2.5.2, Page No.16) | Cum | 11154.09 | 11154.09 | 4.02 | False | None | None | False | None | False | 44839.4418 | 0 | | 3234653 | 111796 | None | PWD SR Vol-02, 2023-24, Item no. 8.4.1, Page No.41 | Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (PWD SR Vol-02, 2023-24, Item no. 8.4.1, Page No.41) | Sqm | 332.69 | 332.69 | 41.73 | False | None | None | False | None | False | 13883.1537 | 0 | | 3234654 | 111796 | None | PWD SR Vol-02, 2023-24, Item no. 8.9, Page No.42 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (PWD SR Vol-02, 2023-24, Item no. 8.9, Page No.42) | Sqm | 396.55 | 396.55 | 55.26 | False | None | None | False | None | False | 21913.353 | 0 | | 3234655 | 111796 | None | PWD SR Vol-02, 2023-24, Item no. 9.2, Page No.59 | Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per direction of Engineer incharge. (PWD SR Vol-02, 2023-24, Item no. 9.2, Page No.59) | Sqm | 824.0 | 824.0 | 32.91 | False | None | None | False | None | False | 27117.84 | 0 | | 3234656 | 111796 | None | PWD SR Vol-02, 2023-24, Item no. 9.11, Page No.60 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. (PWD SR Vol-02, 2023-24, Item no. 9.11, Page No.60) | Sqm | 915.67 | 915.67 | 27.42 | False | None | None | False | None | False | 25107.6714 | 0 | | 3234657 | 111796 | None | PWD SR Vol-02, 2023-24, Item no. 8.33.1, Page N.46 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree
angle with 10 years life) (PWD SR Vol-02, 2023-24, Item no. 8.33.1, Page No.46) | Sqm | 162.64 | 162.64 | 62.85 | False | None | None | False | None | False | 10221.924 | 0 | | 3234658 | 111796 | None | PWD SR Vol-05, 2021-22, Sl no. 1.2, M010B, PN134 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testingand commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for:PVC pipes 32mm dia., 10 kg/sqcm & class 5. (PWD SR Vol-05, 2021-22, Sl no. 1.2, M010B, Page No.134) | Mtr | 65.92 | 65.92 | 30.0 | False | None | None | False | None | False | 1977.6 | 0 |
|