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| 1 | Earth work in excavation in all kinds of soil in foundation, trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil, staking the suitable soil properly for using the same in below floor and disposal of surplus excavated soil as directed within lead of 50m as drawing & as per clauses of chapter-2 of CPWD Specification.b) with dewatering for pipe outlet. |
| 2 | Earth work in surface excavation (not exceeding 1.5 m in weidth or 10 sqm plan) including disposal of excavated earth lead upto 50m outside the periphery of the area and lift upto 1.5 m, disposed earth to be levelled and neatly dressed as per clauses of chapter-2 CPWD specification. |
| 3 | Earth work in rough excavation and banking excavated earth in layers not exceeding 20 cm in depth breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers an drolling every 3 rd and topmost layer with power roller of minimum 8 tonne and dressing up in embankments for roads flood banks, marginal banks & guide banks of filling up ground depression lead upto 50m and lift up to 1.5 m. a) all kinds of soil excluding rock. |
| 4 | Filling in trences, plinth, underfloor, foundation etc. as per design eith sand with all lifts, transportation to site, spreding in regular horizontal layers, watering, grading to required slope and compacting each layer by using plate compactor or by suitable method as per clauses of chapter-2 of CPWD Specification. ii) with fine sands obtained from local quarry. a) For chimney filter. |
| 5 | Providing and laying of stone boulder in different places including compaction etc. compaction etc. complete as per direction of the Eng-In-Charge. |
| 6 | Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other location shown on the drawing or as directed by the engineer including preparation of groung, fetching of sods and wateringas per MoRD Technical specification Clause 309. |
| 7 | Providing andlaying 200 mm thick course filter (well graded) including supply of material all complete as per direction of E.I.C.vii) stone aggregate of size- 20 mm |
| 8 | vii) stone aggregateof size- 12.5 mm |
| 9 | Proving and laying flat brick soling layer on preparation subgrade according to lines, grades and cross section shown on the drawing, filling joints with earth, free from clay with a plasticity index not exceeding6, watering and rolling the same with three wheeled road roller 80-100 KN as per MoRD Technical specification clauses 412. |
| 10 | Providing and laying in position cement concrete of specified grade including the cost of form work, all work upto plinth level as per clauses of chapter-4 of CPWD Specification. Ii) 1:1.5:3 ( 1 cement: 1.5 fine sand: 3 graded stone aggregate of 20 mm nominal size) |
| 11 | Providing and laying in position cement concrete of specified grade including the cost of form work, all work upto plinth level as per clauses of chapter-4 of CPWD specification .ii)1:4:8 (1 cement:4 fine sand:8 graded well burnt brick aggregate of 40mm nominal size) |
| 12 | Providing and laying R.C.C with M-20 grade concrete in well steining including cost of centering shuttering but excluding cost of reinforcement complete as per drawing and technical specification with all lifts and lead upto 1000m as per MORT &H specificationclauses1200,1500,1700. |
| 13 | Labour charge for placing reinforcement in R.C.C works including straighting & cutting bending placing in position and binding all complete upto floor five level as per clauses of chapter-5 of CPWD specification.iii) TMT bars |
| 14 | Manufacturing of cement concrete block with mix 1:4:8 (1 cement: 4 river sand: 8 jhama brick aggregate of 40 mm nominal size) including centering & shuttering in block of size 0.45mx0.45mx0.30 m & engraving of SL .No in each block as per direction of the E.I.C |
| 15 | Providing structural steel work in single section, fixed without connecting plate but including cutting, hoisting fixing in position and applying a priming coat of approved steel primer all complete as per clauses of chapter-10 of CPWD specification. iii) in tees, channels angles |
| 16 | Providing & laying of sluice valve (600 mm dia) at outlet pipe. |
| 17 | Providing and laying reinforced cement concrete pipe NP3 with collar for culverts on first class bedding of granual material in single row including fixing coller with cement mortor 1:2 but excluding excavation, protectionwork, backfilling, concrete and masonry works in head walls and parapets as MoRD Technical specification clauses 1106. (D) 600 mm dia. |
