|
| 1 | Ground Development Work - Construction of Multipurpose Mud Court |
| 2 | 2.28.1: Surface dressing of the ground including removing vegetation and in-equalities notexceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5m.All kinds of soil |
| 3 | OD232437/2025-2026: Filling with contractor's own earth (excluding rock) in open areas in layers notexceeding 20 cm in depth, consolidating each deposited layer by ramming andwatering and rolling every 3rd and top most layer with power roller of minimum 8tonnes, for all leads including all lifts involved as per the direction of site Engineerin-charge. ( Based on DSR Item No. 50.2.26.1 and 2.2.1) |
| 4 | OD232438/2025-2026:Supply and installing movable type preium quality outdoor Football Post post 0f size24x8 ft made of heavyduty MS Pipe of size 4'' dia for main frame withsupports Back frame with PU finishing including all fittings such as premium qualitynylon net, hooks, solid wheels etc for elevens court. |
| 5 | OD232439/2025-2026: Supply and installation of heavy duty badminton post in aluminium and steel uprights option with built in weights and floor protection pads.Base,uprights and back supports can be detached. Rate also includes wheels for easy movement, steel uprights (comes in a pair), badminton net etc. |
| 6 | OD232434/2025-2026: Supply of Fixed 3.5 inch Volleyball post set with net including all necessary fitting, labor, transportation charges etc complete. |
| 7 | Fencing & Kerb |
| 8 | 2.8.1: 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, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 9 | 4.1.3: Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:2:4 (cement: 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 10 | 4.3.1: Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns. |
| 11 | 4.1.8: Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:4:8 (1 Cement: 4 coarse sand (zone-III) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources). |
| 12 | 5.1.2: Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 13 | 5.22.6: Steel reinforcement for R.C.C work in position and binding all complete including straightening, cutting, bending, placing up to plinth level. Thermo - Mechanically Treated bars of grade Fe-500D or more. |
| 14 | 50.6.7.1: Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. |
| 15 | 5.9.1: Centering and shuttering including strutting, etc. and removal of form for: Foundations, footings, bases of columns, etc for mass concrete. |
| 16 | 13.1.1: 12 mm cement plaster of mix: 1:4 (1 cement: 4 fine sand). |
| 17 | OD195932/2025-2026: Steel work for fencing with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete (Rate based on CPWD 50.10.2). |
| 18 | 16.70.1: Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia 4 mm. |
| 19 | OD195938/2025-2026: Supply and Installation of approved quality 2mm thick UV Stabilized Nylon net of Mesh size not greater than 50mm in existing GI poles including all charges as per the direction of Engineer in charge. (Based on CPWD 26.81) |
| 20 | 13.61.1: Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work. |
| 21 | Drain |
| 22 | 2.8.1: 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, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 23 | 4.1.8: Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:4:8 (1 Cement: 4 coarse sand (zone-III) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources). |
| 24 | 5.1.2: Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: 1:1.5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 25 | 5.22.6: Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo - Mechanically Treated bars of grade Fe-500D or more. |
| 26 | 5.9.1: Centering and shuttering including strutting, etc. and removal of form for: Foundations, footings, bases of columns, etc for mass concrete. |
| 27 | 5.9.2: Centering and shuttering including strutting, etc. and removal of form for: Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 28 | OD195705/2025-2026: Lifting, conveying and fixing the newly casted RCC covering slabs of any thickness on top of drain in position including all labour charges and miscellaneous expenses etc complete (Based on MORTH 55.25). |
| 29 | Step Gallery |
| 30 | 2.8.1: 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, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 31 | 2.6.1: Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil. |
| 32 | 4.1.8: Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:4:8 (1 Cement: 4 coarse sand (zone-III) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources). |
| 33 | 50.6.7.1: Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. |
| 34 | 50.6.7.2: Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. |
| 35 | 13.7.1: 12 mm cement plaster finished with a floating coat of neat cement of mix: 1:3 (1 cement: 3 fine sand). |
| 36 | 10.26.3: Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. G.I. pipes. |
| 37 | 13.48.1: Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications: Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr/10 sqm. |
| 38 | 13.61.1: Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work. |
| 39 | Inauguration Stone & Name Board |
| 40 | OD195585/2025-2026: Providing and fixing 18 mm thick gang saw cut, mirror polished, pre-moulded and pre polished, machine cut for inauguration granite stone of required size, approved shade, colour and texture laid over 20mm thick base of cement mortar 1:4 (1 cement: 4 coarse sand) joint treated with white cement, mixed with matching pigment, epоху touchups including rubbing, curing etc. complete at all levels. Area of slab over 0.50 sqm. |
| 41 | 16.21: Engraving letters in hard stone. |
| 42 | 2.8.1: 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, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 43 | 4.1.3: Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:2:4 (cement: 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 44 | OD234098/2025-2026: Steel work for name board with G I pipes including cutting, hoisting, fixing inposition and applying a priming coat of approved steel primer, including welding andbolted with special shaped washers etc. complete(Rate based on CPWD 50.10.2) |
| 45 | 10.25.2: Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings,brackets, gates and similar works |
| 46 | 13.61.1: Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work. |
| 47 | 13.71: Lettering with black Japan paint of approved brand and manufacture. Please Enable Macros to View BoQ information |