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Tender Value
₹3.2 L
Closing Date
13 May 2026, 8:00 amClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
120 days
Expenditure
Revenue
Above/Below/Par
GENERAL
17 conditions
Have you submitted details regarding the type and ownership details of the firm.
Have you submitted requisite performance details against technical and financial eligibility criteria
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
Contract Type : Work
TEST11052026B
TEST11052026B
Open
Works - General
120 Days
Unknown (Unspecified Location)
₹0
Exempted
13 May 2026
11 May 2026
11 May 2026
133 items across 1 schedule · ₹4,19,881.66 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | .5 9045.75 | — | 4,522.88 |
| 2 | 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone aggregate 20 mm nominal size of Recycled Concrete Aggregate (RCA) upto 20%. | cum | .5 8874.95 | — | 4,437.48 |
| 3 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | .5 8583.4 | — | 4,291.7 |
| 4 | 1:2:4 (1 cement : 2 coarse sand including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20% : 4 graded stone aggregate 20 mm nominal size of Recycled Concrete Aggregate (RCA) upto 20%). | cum | .5 8404.05 | — | 4,202.03 |
| 5 | 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | .5 10852.95 | — | 5,426.48 |
| 6 | 1:1.5:3 (1 cement : 1.5 coarse sand including manufactured sand derived from Recycled Concrete Aggregate (RCA) up to 20% : 3 graded stone aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA) up to 20% | cum | .5 10682.15 | — | 5,341.08 |
| 7 | cum | .5 11505.5 | — | 5,752.75 | |
| 8 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases above plinth level up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20%: 3 graded stone aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 20%) | cum | .5 11334.7 | — | 5,667.35 |
| 9 | cum | .5 8821.65 | — | 4,410.83 | |
| 10 | Providing and laying reinforced cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 20%). | cum | .5 8650.85 | — | 4,325.43 |
| 11 | cum | .5 12205.85 | — | 6,102.93 | |
| 12 | Reinforced cement concrete work in arches, arch ribs, domes, vaults, shells, folded plate and roofs having slope more than 15 degree up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 20%). | cum | .5 12035 | — | 6,017.5 |
| 13 | cum | .5 11125.2 | — | 5,562.6 | |
| 14 | Reinforced cement concrete work in chimneys, shafts, up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 20%). | cum | .5 10954.4 | — | 5,477.2 |
| 15 | cum | .5 8424.6 | — | 4,212.3 | |
| 16 | Reinforced cement concrete work in well-steining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1cement : 1.5 coarse sand including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 20%). | cum | .5 8253.8 | — | 4,126.9 |
| 17 | cum | .5 11454.35 | — | 5,727.18 | |
| 18 | Reinforced cement concrete work in vertical and horizontal fins individually or forming box louvers, facias and eaves boards above plinth level up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 20%). | cum | .5 11283.55 | — | 5,641.78 |
| 19 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | .5 392.15 | — | 196.08 |
| 20 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | .5 842.5 | — | 421.25 |
| 21 | Suspended floors, roofs, landings, balconies and access platform | Sqm | .5 927.25 | — | 463.63 |
| 22 | Shelves (Cast in situ) | Sqm | .5 927.25 | — | 463.63 |
| 23 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | .5 736.4 | — | 368.2 |
| 24 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | .5 961.3 | — | 480.65 |
| 25 | Stairs, (excluding landings) except spiral- staircases | Sqm | .5 764.95 | — | 382.48 |
| 26 | Spiral staircases (including landing) | Sqm | .5 798.35 | — | 399.18 |
| 27 | Arches, domes, vaults up to 6 m span | Sqm | .5 2154.35 | — | 1,077.18 |
| 28 | Extra for arches, domes, vaults exceeding 6 m span | Sqm | .5 608.15 | — | 304.08 |
| 29 | Chimneys and shafts | Sqm | .5 803.25 | — | 401.63 |
| 30 | Well steining | Sqm | .5 263.65 | — | 131.83 |
| 31 | Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards | Sqm | .5 1296.7 | — | 648.35 |
| 32 | Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like | Sqm | .5 392.15 | — | 196.08 |
| 33 | Under 20 cm wide | Metre | .5 208.55 | — | 104.28 |
| 34 | Above 20 cm wide | Sqm | .5 879.05 | — | 439.53 |
| 35 | Cornices and mouldings | Sqm | .5 856.8 | — | 428.4 |
| 36 | Small surfaces such as cantilever ends, brackets and ends of steps, caps and bases to pilasters and columns and the like | Sqm | .5 964.85 | — | 482.43 |
| 37 | Weather shade, Chajjas, corbels etc., including edges | Sqm | .5 951.1 | — | 475.55 |
| 38 | Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick | Sqm | .5 1028.4 | — | 514.2 |
| 39 | Lintels, beams, plinth beams, girders, bressummers and cantilevers with water proof ply 12 mm thick | Sqm | .5 841.95 | — | 420.98 |
| 40 | 12 mm dia. & 100 mm length | Each SET | .5 156.05 | — | 78.03 |
| 41 | 12 mm dia. & 150 mm length | Each SET | .5 170.25 | — | 85.13 |
| 42 | 20 mm dia. & 150 mm length | Each SET | .5 184.5 | — | 92.25 |
| 43 | 20 mm dia.& 225 mm length | Each SET | .5 201.55 | — | 100.78 |
| 44 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | .5 384.3 | — | 192.15 |
| 45 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | .5 10585.9 | — | 5,292.95 |
| 46 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) upto 20%). | cum | .5 10416.75 | — | 5,208.38 |
| 47 | Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in small lintels not exceeding 1.5m clear span up to floor five level, including the cost of required centering, shuttering but , excluding the cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | .5 14325.95 | — | 7,162.98 |
| 48 | Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in small lintels not exceeding 1.5 m clear span up to floor five level, including the cost of required centering, shuttering but excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 20%). | cum | .5 14155.35 | — | 7,077.68 |
| 49 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in mouldings as in cornices, windows sills etc, including setting in cement mortar 1:3 (1 cement : 3 coarse sand) cost of required centering, shuttering but, excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | .5 18234.95 | — | 9,117.48 |
| 50 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in mouldings as in cornices, windows sills etc. including setting in cement mortar 1:3 (1 cement : 3 coarse sand) cost of required centering, shuttering but excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 20%). | cum | .5 18064.15 | — | 9,032.08 |
| 51 | Providing, transporting, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in lintels, beams and bressummers, including setting in cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering and shuttering but , excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | .5 13899.2 | — | 6,949.6 |
| 52 | Providing, transporting, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in lintels, beams and bressummers including setting in cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering and shuttering but excluding the cost of reinforcement with, 1:1.5:3 (1 cement : 1.5 coarse sand including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 20%). | cum | .5 13728.4 | — | 6,864.2 |
| 53 | Providing, transporting, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but , excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | .5 20355.8 | — | 10,177.9 |
| 54 | Providing, transporting, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in shelves including setting in cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 20%). | cum | .5 20185 | — | 10,092.5 |
| 55 | Providing, transporting, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in vertical & horizontal fins, individually or forming box louvers, setting in cement mortar 1:2 (1 cement : 2 coarse sand), including the cost of required centering, shuttering but , excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | .5 12043.35 | — | 6,021.68 |
| 56 | Providing, transporting, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in vertical & horizontal fins individually or forming box louvers setting in cement mortar 1:2 (1 cement : 2 coarse sand), including the cost of required centering, shuttering but excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 20%). | cum | .5 11872.55 | — | 5,936.28 |
| 57 | 50 mm thick | Sqm | .5 1886.9 | — | 943.45 |
| 58 | 40 mm thick | Sqm | .5 1706.55 | — | 853.28 |
| 59 | 25 mm thick | Sqm | .5 1539 | — | 769.5 |
| 60 | Encasing rolled steel sections, in beams and columns, with cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) including centering and shuttering complete but , excluding cost of reinforcement. | cum | .5 16089.4 | — | 8,044.7 |
| 61 | Encasing rolled steel sections, in beams and columns, with cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20%: 3 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) upto 20%) including centering and shuttering complete but excluding cost of reinforcement. | cum | .5 15918.6 | — | 7,959.3 |
| 62 | Encasing rolled steel section in grillages with cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) including centering and shuttering but, excluding cost of expanded metal and hangers. | cum | .5 9663.25 | — | 4,831.63 |
| 63 | Encasing rolled steel section in grillages with cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) upto 20%), including centering and shuttering but excluding cost of expanded metal and hangers. | cum | .5 9492.45 | — | 4,746.23 |
| 64 | Extra for providing and fixing expanded metal mesh of size 20x60 mm and strands 3.25 mm wide 1.6 mm thick weighing 3.64 kg per sqm for encasing of rolled steel sections in beams, columns and grillages, excluding cost of hangers. | Sqm | .5 485.05 | — | 242.53 |
| 65 | Mild steel and Medium Tensile steel bars | Kg | .5 107.1 | — | 53.55 |
| 66 | Hard drawn steel wire | Kg | .5 95.8 | — | 47.9 |
| 67 | Cold twisted bars | Kg | .5 107.85 | — | 53.93 |
| 68 | Hot rolled deformed bars | Kg | .5 107.85 | — | 53.93 |
| 69 | Hard drawn steel wire fabric | Kg | .5 102.2 | — | 51.1 |
| 70 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | .5 107.85 | — | 53.93 |
| 71 | Mild steel and Medium Tensile steel bars | Kg | .5 107.1 | — | 53.55 |
| 72 | Hard drawn steel wire | Kg | .5 95.8 | — | 47.9 |
| 73 | Cold twisted bars | Kg | .5 107.85 | — | 53.93 |
| 74 | Hot rolled deformed bars | Kg | .5 107.85 | — | 53.93 |
| 75 | Hard drawn steel wire fabric | Kg | .5 102.2 | — | 51.1 |
| 76 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | .5 107.85 | — | 53.93 |
| 77 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | .5 99.65 | — | 49.83 |
| 78 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | .5 99.65 | — | 49.83 |
| 79 | Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). | Sqm | .5 300.45 | — | 150.23 |
| 80 | Extra for rendering smooth the top of suspended floors, landings and staircases (treads and risers) with cement mortar 1:2 (1 cement : 2 coarse sand), including a floating coat of neat cement and protecting the surface with a layer of 7.5 cm of earth laid over 15 mm of fine sand in case of suspended floor and bricks laid in mud mortar in case of landings and steps, including subsequent removal and cleaning of the same. | Sqm | .5 150.5 | — | 75.25 |
| 81 | Providing and fixing in position copper plate as per design for expansion joints. | Kg | .5 811.85 | — | 405.93 |
| 82 | Providing and filling in position, blown bitumen in expansion joints. | cum | .5 74854.65 | — | 37,427.33 |
| 83 | Providing and filling in position bitumen mix filler of proportion 80 kg. of hot bitumen, 1 kg. of cement and 0.25 cubic metre of coarse sand for expansion joints. | cum | .5 28212.6 | — | 14,106.3 |
| 84 | Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS: 1838, including cost of primer, sealing compound Grade-A in expansion joints. | per cm depth per 100m | .5 655.75 | — | 327.88 |
| 85 | 150mm wide | Metre | .5 245.45 | — | 122.73 |
| 86 | 200mm wide | Metre | .5 330.2 | — | 165.1 |
| 87 | 150 mm wide | Metre | .5 567.6 | — | 283.8 |
| 88 | 200 mm wide | Metre | .5 753.85 | — | 376.93 |
| 89 | 150 mm wide | Metre | .5 237.4 | — | 118.7 |
| 90 | 200 mm wide | Metre | .5 319.4 | — | 159.7 |
| 91 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. | Metre | .5 78.4 | — | 39.2 |
| 92 | Extra for laying reinforced cement concrete in or under water and/ or liquid mud, including cost of pumping or bailing out water and removing slush etc., complete. | cum | .5 1098.8 | — | 549.4 |
| 93 | Extra for laying reinforced cement concrete in or under foul positions. | cum | .5 467.55 | — | 233.78 |
| 94 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | .5 9504.75 | — | 4,752.38 |
| 95 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | .5 9655.7 | — | 4,827.85 |
| 96 | Concrete of M55 grade with minimum cement content of 370 kg /cum | cum | .5 9806.7 | — | 4,903.35 |
| 97 | Concrete of M40 grade with minimum cement content of 390 kg/cum | cum | .5 9957.65 | — | 4,978.83 |
| 98 | Concrete of M50 grade with minimum cement content of 410 kg/cum | cum | .5 10108.65 | — | 5,054.33 |
| 99 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | .5 9860.4 | — | 4,930.2 |
| 100 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | .5 10011.35 | — | 5,005.68 |
| 101 | Concrete of M35 grade with minimum cement content of 370 kg /cum | cum | .5 10162.35 | — | 5,081.18 |
| 102 | Concrete of M40 grade with minimum cement content of 390 kg /cum | cum | .5 10313.3 | — | 5,156.65 |
| 103 | Concrete of M50 grade with minimum cement content of 410 kg /cum | cum | .5 10464.3 | — | 5,232.15 |
| 104 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | .5 9333.95 | — | 4,666.98 |
| 105 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | .5 9689.6 | — | 4,844.8 |
| 106 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | .5 733.5 | — | 366.75 |
| 107 | Providing and placing in position precast reinforced cement concrete waffle units, square or rectangular, as per design and shape for floors and roofs in 1:1 1/2:3 (1 Cement : 1 1/2 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 10 mm nominal size derived from natural sources), including flush or deep ruled pointing at joints in Cement mortar 1:2 (1 Cement : 2 Fine sand), making necessary holes of required sizes for carrying through service lines etc., providing steel hooks for lifting etc, form work in precasting, handling, hoisting, centering and erection complete for all floor levels but, excluding the cost of reinforcement. | cum | .5 33018.75 | — | 16,509.38 |
| 108 | Providing and placing in position precast reinforced cement concrete waffle units, square or rectangular as per design and shape for floors and roofs in 1:1.5:3 (1 cement : 1.5 coarse sand including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone aggregate 10 mm nominal size including Recycled Concrete Aggregate (RCA) upto 20%), including flush or deep ruled pointing at joints in cement mortar 1:2 (1 cement : 2 Fine sand), making necessary holes of required sizes for carrying through service lines etc., providing steel hooks for lifting etc, form work in precasting, handling, hoisting, centering and erection complete for all floor levels but excluding the cost of reinforcement. | cum | .5 32847.95 | — | 16,423.98 |
| 109 | Extra for R.C.C./ B.M.C/ R.M.C. work above floor V level for each four floors or part thereof. | cum | .5 355.65 | — | 177.83 |
| 110 | Non pigmented wet curing compound | Sqm | .5 69.05 | — | 34.53 |
| 111 | Coupler for 16 mm diameter reinforcement bar | Each | .5 115.1 | — | 57.55 |
| 112 | Coupler for 20 mm diameter reinforcement bar | Each | .5 160.1 | — | 80.05 |
| 113 | Coupler for 25 mm diameter reinforcement bar | Each | .5 228.95 | — | 114.48 |
| 114 | Coupler for 28 mm diameter reinforcement bar | Each | .5 267.55 | — | 133.78 |
| 115 | Coupler for 32 mm diameter reinforcement bar | Each | .5 318.8 | — | 159.4 |
| 116 | 200 mm wide. | Metre | .5 859.75 | — | 429.88 |
| 117 | 300 mm wide. | Metre | .5 1208.05 | — | 604.03 |
| 118 | Floor Joint of 100 mm gap | Metre | .5 6392.55 | — | 3,196.28 |
| 119 | Floor Joint of 150 mm gap | Metre | .5 7812.35 | — | 3,906.18 |
| 120 | Floor Joint of 200 mm gap | Metre | .5 9903.65 | — | 4,951.83 |
| 121 | Wall Joint of 100 mm gap | Metre | .5 5305.65 | — | 2,652.83 |
| 122 | Wall Joint of 150 mm gap | Metre | .5 5981.4 | — | 2,990.7 |
| 123 | Wall Joint of 200 mm gap | Metre | .5 6889.05 | — | 3,444.53 |
| 124 | Roof Joint of 100 mm gap | Metre | .5 5985.7 | — | 2,992.85 |
| 125 | Roof Joint of 150 mm gap | Metre | .5 6699.85 | — | 3,349.93 |
| 126 | Roof Joint of 200 mm gap | Metre | .5 7927.6 | — | 3,963.8 |
| 127 | Door frame 125 mmx 60 mm | Metre | .5 814.85 | — | 407.43 |
| 128 | Door frame 100 mmx 60 mm | Metre | .5 757.1 | — | 378.55 |
| 129 | Door frame 85 mmx60 mm | Metre | .5 727.3 | — | 363.65 |
| 130 | Reinforced Cement Concrete -M-50 | cum | .5 8509.95 | — | 4,254.98 |
| 131 | Reinforced Cement Concrete -M-60 | cum | .5 9500.3 | — | 4,750.15 |
| 132 | Extra for using M-50/ M-60 Grade Self-compacting Cement Concrete | cum | .5 664.85 | — | 332.43 |
| 133 | Constructing cast-in situ RCC diaphragm wall by providing and laying machine batched, machine mixed, self compacting, ready mix reinforced cement concrete, tremie controlled, of M 30 grade using minimum 400 kg. cement per cum of concrete including providing and mixing required admixtures in recommended proportions as per IS :9103, as approved by the Engineer-in-charge, for achieving 150- 200 mm slump, for diaphragm wall having thickness as per approved structural design not exceeding 600 mm, in panels of required depth and lengths as per approved drawing, including constructing necessary guide walls as required and as specified including boring in all kinds of soils and rocks, including working in or under water and / or liquid mud, in foul conditions and pumping or bailing out of water and removing slush, including disposal of earth/ rock / slush etc. for all leads and all lifts, including preparing, providing and re-circulating bentonite slurry in the trench as and when required for all depths, including agitating bentonite slurry during trenching etc., providing and fixing stop ends or form tubes, upto the required depth of diaphragm wall including extracting the same after casting, including chipping off the bentonite adulterated concrete or unsound concrete up to the cut off level for obtaining the sound concrete, dressing undulations on the exposed face of diaphragm wall after excavation by chipping / chiselling etc. including filling the depression/cavities with sound concrete etc. complete and as directed by the Engineer-in-charge, including providing recess for bearing plates and fixing insert boxes for inclined rock anchors etc. complete as per the specifications and approved design and as directed by the Engineer-in-charge, but excluding the cost of reinforcement and inserts.(rates include cost of all inputs of labour, material and T & P, cost of handling, lifting & placing in position the reinforcement cage in the trench, including the additional cost of welding the reinforcement bars etc. involved in the work and all other incidental expenditure for completing the work as directed by the Engineer-in-charge), However, the actual area of the diaphragm wall, correct to two places of decimal, from design bottom level to the design cut off level (including portion anchored in the rock upto the design bottom level) only shall be measured for payment. Excess/less cement used for design mix including the extra cement required for under water concreting is payable /recoverable separately. | cum | .5 20460.45 | — | 10,230.23 |
| Schedule total | ₹4,19,881.66 | ||||
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emBridge_1.pdf
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emBridge_2.pdf
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