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| 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 2 | All kinds of soil. |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 4 | 1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 5 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 6 | 12 mm cement plaster of mix: |
| 7 | 1:4(1 cement: 4 fine sand) |
| 8 | Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge. External work |
| 9 | PN - 16 Pipe, 20 mm OD (SDR-7.4) |
| 10 | PN - 10 Pipe, 63 mm OD (SDR-11) |
| 11 | PN - 10 Pipe, 90 mm OD (SDR-11) |
| 12 | PN - 10 Pipe, 110 mm OD (SDR-11) |
| 13 | Providing and fixing PPR Unions |
| 14 | PPR Union 63mm |
| 15 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :Class II |
| 16 | 50 mm nominal bore |
| 17 | 80 mm nominal bore |
| 18 | Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main : |
| 19 | 15 mm nominal bore |
| 20 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) :100 mm diameter |
| 21 | Class II |
| 22 | Constructing masonry Chamber 30x30x50 cm inside, Cement Concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in reinforced cement concrete slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), including necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : |
| 23 | With Cement Concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 24 | Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) : |
| 25 | 80 mm dia PN16 |
| 26 | 100 mm dia PN16 |
| 27 | Providing and fixing enclosed type water meter (bulk type) conforming to IS : 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. (The tail pieces if required will be paid separately) : |
| 28 | 100 mm dia nominal bore |
| 29 | Providing and fixing C.I. dirt box strainer for bulk type water meter with nuts, bolts, rubber insertions etc. complete conforming to IS : 2373 : |
| 30 | 100 mm dia PN16 |
| 31 | Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipe fitting Flange core of size 90mm |
| 32 | Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipe fitting Flange core of size 110mm |
| 33 | Providing and laying hollow cement concrete block walling upto floor five level 200 mm thick using consisting of hollow block of size 400 x 200 x 200 mm of mix 1:3:6 (1-cement, 3-coarse sand and 6-graded stone aggregates 10mm nominal size) having crushing strength 3.5 N/mm 2 at 28 days as per I.S 2185(Part I) 1979 laid in cement mortar 1:6 (1-cement & 6-coarse sand) complete. Please Enable Macros to View BoQ information |
