| 2871474 | 93688 | None | Volume-01 Item No. 1.14.1 Page No - 08 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work | Cum | 107.1 | 107.1 | 108.9 | False | None | None | False | None | False | 11663.19 | 0 |
| 2871475 | 93688 | None | Volume-01 Item No. 2.1.3 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 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6288.45 | 6288.45 | 10.89 | False | None | None | False | None | False | 68481.2205 | 0 |
| 2871476 | 93688 | None | Volume-01 Item No. 5.1.1 Page No - 09 | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 5891.55 | 5891.55 | 78.95 | False | None | None | False | None | False | 465137.8725 | 0 |
| 2871477 | 93688 | None | Volume-01 Item No. 2.4.2 Page No - 16 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 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, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of 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 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Sqm | 6639.15 | 6639.15 | 12.52 | False | None | None | False | None | False | 83122.158 | 0 |
| 2871478 | 93688 | None | Volume-01 Item No.2.11 h 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 h. All other type of structures | Tonne | 82961.55 | 82961.55 | 1.0 | False | None | None | False | None | False | 82961.55 | 0 |
| 2871479 | 93688 | None | Volume-02 Item No. 12.87 Page No - 109 | Providing & fixing of 2.5 track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 81mm width x 42mmheight with reinforcement of 1mm thickness and Sash with overall size of 31mm x 57mm and mesh sash of size with GI reinforcement of 1.5mm thickness. Coextruded Glazing bead for fixing of glass shall be of size 21.5mm x 9.5mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock. Wall thickness of frame & sash shall be of 1.8-2.0mm. Maximum possible size 1519mm x 1519mm (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) | Sqm | 6878.55 | 6878.55 | 20.88 | False | None | None | False | None | False | 143624.124 | 0 |
| 2871480 | 93688 | None | Volume-02 Item No. 15.2 Page No - 149 | Providing and Applying PU based Elastomeric Liquid Applied PU Waterproofing Membrane single component, cold applied, water based acrylic PU dispersion with highly elastic and UV resistant water proofing treatment to the Existing Roof surface/Chajjas/Sunken portion of WC:Bathroom applied @ 1.2 l/per m2, having tensile strength greater than 1.5N/mm2, elongation greater than 300% with solid content not less than 60% in 2 coats including surface preparation, priming the surface with water based acrylic primer @0.1 l/m2, and spreading 60 gsm geotextile between two top coats completely as per specification. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification | Sqm | 773.85 | 773.85 | 127.42 | False | None | None | False | None | False | 98603.967 | 0 |
| 2871481 | 93688 | None | Volume-02 Item No.6.32 Page No -16 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications | Sqm | 1375.5 | 1375.5 | 148.32 | False | None | None | False | None | False | 204014.16 | 0 |
| 2871482 | 93688 | None | Volume-02 Item No.8.2.1 Page No - 41 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) 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. | Sqm | 309.75 | 309.75 | 4.25 | False | None | None | False | None | False | 1316.4375 | 0 |
| 2871483 | 93688 | None | Volume-03 Item No.12.15 Page No - 100 | Providing and fixing in position fully panelled Honne wood shutters fordoors with stiles and rails of 40mm. thick with bottom and lock rails 180mmwide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as perspecifications. ( excluding cost of fixtures) | Sqm | 7816.2 | 7816.2 | 4.25 | False | None | None | False | None | False | 33218.85 | 0 |
| 2871484 | 93688 | None | Volume 02 Item.No.12.11 Pg.No. 99 | Providing Honne wood frames of doors, windows, clerestory windows,ventilators and other frames, wrought, framed or assembled includingmaking plaster groves (excluding cost of cement concrete and side clamps),but including cost of materials, labour, usage charges complete as per specifications. | Cum | 144977.7 | 144977.7 | 0.1 | False | None | None | False | None | False | 14497.77 | 0 |
| 2871485 | 93688 | None | Volume 02 Item.No.8.73.1 Pg.No. 53 | Finishing walls with textured exterior paint of required shade :Old work (Two coats on existing cement paint surface applied @ 3.28 l/10 m² including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge | Sqm | 226.8 | 226.8 | 166.24 | False | None | None | False | None | False | 37703.232 | 0 |
| 2871486 | 93688 | None | Volume 02 Item.No.8.39 Pg.No. 48 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work 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. | Sqm | 133.35 | 133.35 | 140.0 | False | None | None | False | None | False | 18669.0 | 0 |
| 2871487 | 93688 | None | Volume 02 Item.No.3.1 301 Pg.No. 49 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work | Cum | 89.25 | 89.25 | 20.88 | False | None | None | False | None | False | 1863.54 | 0 |