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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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 2 | A) All Kinds of Soil |
| 3 | Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering.a) All work upto plinth level |
| 5 | 1 : 4 : 8 ( 1 cement : 4 fine sand : 8 graded well burnt brickaggregate of 40 mm nominal size) |
| 6 | Centering shuttering including struttings, propping etc. and removal of form work for: |
| 7 | i) Foundations, footings, bases for columns |
| 8 | ii) Columns, piers, abutments, pillaras, posts and struts |
| 9 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- All work upto plinth level: |
| 10 | i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size |
| 11 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth Level |
| 12 | i) Thermo-Mechanically Treated bars of gradeFe-500D or more |
| 13 | Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:- |
| 14 | i) In Cement mortar 1:4 ( 1 cement : 4 fine sand ) |
| 15 | 12 mm cement plaster of mix. |
| 16 | i) In cement mortar 1:4 (1 cement : 4 fine sand) |
| 17 | Neat cement punning. |
| 18 | Providing and fixing G.I. pipes medim class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer - in - charge |
| 19 | A. External work. |
| 20 | i) 15 mm dia. nominalbore |
| 21 | Providing and fixing brass ferrule with C.I. cover conforming to IS : 2692 including boring and tapping the main as per CPWD specification and direction of the Engineer - in - charge. |
| 22 | i) 10 mm nominal bore |
| 23 | Providing and fixing G.I. Nipple of medium class as perCPWD specification and direction of the Engineer - in - charge. |
| 24 | i) 15 mmdia 150 mm long |
| 25 | ii) 15 mm dia 225 mm long |
| 26 | Providing and fixing U.P.V.C. service saddle as per CPWD specification and direction of the Engineer - in - charge. |
| 27 | i) 40 mm dia with 15 mm dia opening |
| 28 | ii) 50 mm dia with 15 mm dia opening |
| 29 | iii) 90 mm dia with 15 mm dia opening |
| 30 | iv) 110 mm dia with 15 mm dia opening |
| 31 | v) 140 mm dia with 15 mm dia opening |
| 32 | Providing and laying of flexible PVC pipe (conforming to IS:7634) complete including earth work as per specification and direction of the Engineer - in - charge (cost of fittings will be paid separately). |
| 33 | i) 15 mm dia |
| 34 | Providing and fixing G.I. Bend /elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. |
| 35 | i) 15 mm dia |
| 36 | Providing and fixing G.I. socketas per CPWD specification and direction of the Engineer - in - charge. |
| 37 | i) 15 mm dia |
| 38 | Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge. |
| 39 | i) 15 mm dia |
| 40 | Providing and fixing CI bib cock(long handle) as perCPWD specification and direction of the Engineer - in - charge.i) 15 mm dia nominal bore |
| 41 | Wall colouring, lettering, picture & drawing |
| 42 | Providing & laying filter media with jhama brick aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil & bigger size towards the wall & providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MoRD technical specification clause 1204.3.8. |
