| 3353438 | 117969 | None | codeVol 1 P.No.5 I.No. 1.4.1 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work.- In all kinds of soils Depth upto 1.5 m | Cum | 254.1 | 254.1 | 17.34 | False | None | None | False | None | False | 4406.094 | 0 |
| 3353439 | 117969 | None | codeVol 1 P.No.7 I.No. 1.9 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | Cum | 279.3 | 279.3 | 16.26 | False | None | None | False | None | False | 4541.418 | 0 |
| 3353440 | 117969 | None | codeVol 1 P.No.15 I.No. 2.1.2 | Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)- Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5947.2 | 5947.2 | 4.05 | False | None | None | False | None | False | 24086.16 | 0 |
| 3353441 | 117969 | None | codeVol 1 P.No.15 I.No. 2.1.4 | Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) - Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6530.96 | 6530.96 | 2.52 | False | None | None | False | None | False | 16458.0192 | 0 |
| 3353442 | 117969 | None | codeVol 1 P.No.15 I.No. 2.2.1 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.- M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6601.35 | 6601.35 | 8.66 | False | None | None | False | None | False | 57167.691 | 0 |
| 3353443 | 117969 | None | codeVol 1 P.No.16 I.No. 2.4.2 | Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately)- M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6639.15 | 6639.15 | 7.34 | False | None | None | False | None | False | 48731.361 | 0 |
| 3353444 | 117969 | None | codeVol 1 P.No.16 I.No. 2.5.1 | 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.- M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6961.5 | 6961.5 | 57.57 | False | None | None | False | None | False | 400773.555 | 0 |
| 3353445 | 117969 | None | code Vol P. No INo Vol 1 Page no.111AddendumI | As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate. For All other types Foundation up to Plinth form works consider 8 percent UNI SR 2023-24 Vol1 Page no.111 Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding | Cum | 528.11 | 528.11 | 4.05 | False | None | None | False | None | False | 2138.8455 | 0 |
| 3353446 | 117969 | None | code Vol PNo I.No Vol 1 Page no.111 Addendum I | As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate. For Column form works consider 70% (UNI SR 2023-24 Vol-1 Page no.111Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding). | Cum | 4620.95 | 4620.95 | 9.29 | False | None | None | False | None | False | 42928.6255 | 0 |
| 3353447 | 117969 | None | codeVol P.No. I.No. Vol-1 Page no.111 Addendum I | As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate. For Slab form works consider 50% (UNI SR 2023-24 Vol-1 / Page no.111 / Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding). | Cum | 3319.58 | 3319.58 | 37.57 | False | None | None | False | None | False | 124716.6206 | 0 |
| 3353448 | 117969 | None | codeVol P.No. I.No. Vol-1 Page no.111 Addendum I | As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate. For beam form works consider 60% (UNI SR 2023-24 Vol-1 / Page no.111 / Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding). | Cum | 3983.49 | 3983.49 | 16.16 | False | None | None | False | None | False | 64373.1984 | 0 |
| 3353449 | 117969 | None | codeVol 1 P.No.18 I.No. 2.11a | 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 pecification. a Buildings | MT | 93929.85 | 93929.85 | 1.4004 | False | None | None | False | None | False | 131539.36194 | 0 |
| 3353450 | 117969 | None | codeVol 1 P.No.18 I.No. 2.11 | 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.- a) Buildings | MT | 94824.42 | 94824.42 | 7.183 | False | None | None | False | None | False | 681123.80886 | 0 |
| 3353451 | 117969 | None | codeVol 2 P.No.13 I.No. 6.2 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 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. | Cum | 8380.89 | 8380.89 | 56.26 | False | None | None | False | None | False | 471508.8714 | 0 |
| 3353452 | 117969 | None | codeVol 2 P.No.13 I.No. 6.2 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 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. | Cum | 8384.88 | 8384.88 | 24.43 | False | None | None | False | None | False | 204842.6184 | 0 |
| 3353453 | 117969 | None | codeVol 2 P.No.42 I.No. 8.8 | Providing 18 mm cement plaster in two coats under layer 12 mm thickcement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1
cement : 6 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. | Sqm | 389.55 | 389.55 | 449.76 | False | None | None | False | None | False | 175204.008 | 0 |
| 3353454 | 117969 | None | codeVol 2 P.No.42 I.No. 8.7 | Providing 15 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall 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 | 384.3 | 384.3 | 615.89 | False | None | None | False | None | False | 236686.527 | 0 |
| 3353455 | 117969 | None | codeVol 2 P.No.46 I.No. 8.33.1 | 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) | Sqm | 165.98 | 165.98 | 1065.65 | False | None | None | False | None | False | 176876.587 | 0 |
| 3353456 | 117969 | None | codeVol 2 P.No.109 I.No. 12.86 | Providing & fixing of 2-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 50mm width x 42mmheight with reinforcement of 1mm thickness and Sash with overall size of 31mm X 57mm with Gi reinforcement of 1mm for the frame and 1.5 mm for the sash. Coextruded Glazing bead for fixing of glass shall be of size 21.5mm x 9.5 mm. 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+-0.2 mm. 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 | 5659.5 | 5659.5 | 27.3 | False | None | None | False | None | False | 154504.35 | 0 |
| 3353457 | 117969 | None | codeVol 2 P.No.86 I.No. 11.34A | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding | Kg | 176.4 | 176.4 | 573.3 | False | None | None | False | None | False | 101130.12 | 0 |
| 3353458 | 117969 | None | codeVol 2 P.No.112 I.No. 12.97.1 | Providing and fixing to existing door frames Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. | Sqm | 3364.2 | 3364.2 | 5.88 | False | None | None | False | None | False | 19781.496 | 0 |
| 3353459 | 117969 | None | codeVol 2 P.No.112 I.No. 12.96 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross- section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the framee | m | 675.15 | 675.15 | 14.0 | False | None | None | False | None | False | 9452.1 | 0 |
| 3353460 | 117969 | None | codeVol 2 P.No.61 I.No. 9.17.2 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete.- Size of Tile 600x1200 mm | Sqm | 1233.75 | 1233.75 | 199.93 | False | None | None | False | None | False | 246663.6375 | 0 |
| 3353461 | 117969 | None | codeVol 2 P.No.64 I.No. 9.34 | Flooring with 25mm thick polished tandur blue stone slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, , including cost of materials, labour, curing, polishing complete as per specifications. | Sqm | 1622.25 | 1622.25 | 17.64 | False | None | None | False | None | False | 28616.49 | 0 |
| 3353462 | 117969 | None | codeVol 2 P.No.85 I.No. 11.28 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Kg | 593.25 | 593.25 | 170.99 | False | None | None | False | None | False | 101439.8175 | 0 |
| 3353463 | 117969 | None | codeVol 2 P.No.31 I.No. 7.48.1 | Providing & fixing false ceiling at all height including providing & fixing of framework made of special section, power pressed from M.S. sheets and galvanised with zinc coating of 120 gms/ m2 (both side inclusive) as per IS : 277 and consisting of angle cleat of size 25mm wide x 1.6mm thick with flanges of 27mm and 37mm, at 1200mm c/c, one flange fixed to the ceiling with dash fastener 12.5mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25 x10 x0.50mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I chanels 45 x15 x 0.90mm running at the spacing of 1200 mm c/c, to which the ceiling section 0.5mm thick bottom wedge of 80mm with tapered flanges of 26 mm each having lips of 10.5mm, at 450mm c/c, shall be fixed in a direction perpendicular to G.I intermediate channel with connecting clip made out of 2.64mm dia x 230mm long G.I wire at every junction, including fixing perimeter channels 0.50mm thick 27mm high having flanges of 20mm and 30mm long, the perimeter of ceiling fixed to wall/ partitions with the help of Rawl plugs at 450mm centre, with 25mm long dry wall screws @ 230mm interval, including fixing of Calcium Silicate Board to ceiling section and perimeter channels with the help of dry wall screws of size 3.5 x25mm at 230mm c/c, including jointing & finishing to a flush finish of tapered and square edges of the board with recommended jointing compounds, jointing tapes,finishing with jointing compounds in three layers covering up to 150mm on both sides of joints and two coats of primer suitable for boards, all as per manufacture's specification and also including the cost of making opening for light fittings, grills, diffusers, cut outs made with frame of perimeter channels suitably fixed, all complete as per drawings, specificaton and direction of the Engineer in charge but excluding the cost of painting with - 8 mm thick Calcium Silicate Board made with Calcareous & Siliceous
materials reinforced with cellulose fiber manufactured through autoclaving process. | Sqm | 1270.5 | 1270.5 | 171.12 | False | None | None | False | None | False | 217407.96 | 0 |
| 3353464 | 117969 | None | codeVol 2 P.No.149 I.No. 15.1 | Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @150 g/m2 and protection with 120gsm Geotextile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. | Sqm | 857.85 | 857.85 | 165.6 | False | None | None | False | None | False | 142059.96 | 0 |
| 3353465 | 117969 | None | codeVol 2 P.No.125 I.No. 13.48 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS: 13592 Type A, including jointing with seal ring conforming to IS: 5382, leaving 10 mm gap for thermal expansion, (1) Single socketed pipes 100 mm diameter | m | 305.55 | 305.55 | 108.0 | False | None | None | False | None | False | 32999.4 | 0 |
| 3353466 | 117969 | None | codeVol 2 P.No.122 I.No. 13.33.2 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work .2 20 mm nominal dia Pipes | m | 227.85 | 227.85 | 100.0 | False | None | None | False | None | False | 22785.0 | 0 |
| 3353467 | 117969 | None | codeVol 2 P.No.123 I.No. 13.34A | Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI : 12701, colour of opaque white or as approved by Engineer-in-charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support i/c fittings & fixtures for tank shall be paid separately. | l | 9.45 | 9.45 | 2000.0 | False | None | None | False | None | False | 18900.0 | 0 |
| 3353468 | 117969 | None | codeVol 2 P.No.127 I.No. 13.55 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 600X850 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. | No | 7771.05 | 7771.05 | 2.0 | False | None | None | False | None | False | 15542.1 | 0 |
| 3353469 | 117969 | None | codeVol 2 P.No.126 I.No. 13.52 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) With common burnt clay (non modular) bricks of class designation 3.5 | No | 11094.3 | 11094.3 | 2.0 | False | None | None | False | None | False | 22188.6 | 0 |
| 3353470 | 117969 | None | codeVol 2 P.No.128 I.No. 13.64.2 | Providing and fixing Sewer (SWR) pipes, including all fittings, This includes jointing of pipes & fittings with one step solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. | m | 806.4 | 806.4 | 50.0 | False | None | None | False | None | False | 40320.0 | 0 |
| 3353471 | 117969 | None | codeApproved rate | Providing, Supplying and Installing of Chair Type Non-Revolving and Non-Tilting chair with Armrest (Members Chairs) Chair frame type Cantilever Armrest type Moulded armrest continuously fitted with seat bottom to backrest Backrest material Moulded Plywood, Backrest Material thickness 12 mm, Frame material Steel tube conforming to related standards with latest Amendment. The shape of tubular section of frame is Round and armrest material Cushion pad is fixed on frame material with approved colour and pattern covering. The work includes cost of all materials, labour charges etc all leads and lifts, HOM of machineries and all other incidental works etc., required to complete the work in all respects as per all relevant specifications and as per the directions of Engineer in charge of work. | No | 5449.24 | 5449.24 | 18.0 | False | None | None | False | None | False | 98086.32 | 0 |
| 3353472 | 117969 | None | codeApproved rate | Providing, Supplying and Installing of Chair Type : Non-Revolving and Non-Tilting chairs (Officers) with Armrest. Chair frame, Legs, Backrest material conforming to related standards with wooden frame, hand rest made up of good quality of wood (Teak wood Type) with all required carvings and thickness and width of wooden battern as approved. The seating shall have minimum 40 density cushion foam with approved colour and pattern covering. with approved colour and pattern covering. The work includes cost of all materials, labour charges etc all leads and lifts, HOM of machineries and all other incidental works etc., required to complete the work in all respects as per all relevant specifications and as per the directions of Engineer in charge of work. | No | 11730.0 | 11730.0 | 2.0 | False | None | None | False | None | False | 23460.0 | 0 |