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| 1 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : Bituminous road |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 3 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.In cement mortar |
| 4 | Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.As in item 279 above but in proportions of 8:4:1 |
| 5 | Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.Same as above item no. 279 but with 2 cm. gauge stone grit instead of 4 cm. gauge stone ballast. |
| 6 | 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 |
| 7 | Hire charges for 50 KVA D.G. set i/c diesel, Mobil oil & operator etc complete |
| 8 | Hire charges for Gas cutter charges i/c all material & labour |
| 9 | Hire charges for welding set charges i/c all material & labour |
| 10 | P/F M.S. specials such as Tee , Bends , Collars , Tapers, Gap pieces, including Flange Ends as required , Painting ,Cutting, weldingas per site requirement of MSpipe thickness etc complete in all respect as per direction of E/I. |
| 11 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 12 | Repairing of sluice valve with the change of spendle (i.e.S.S. non megnated) flapper adjusting nut & bolts & rod & welding machining of body for fitting the flapper properly complete as per direction of E/I.250 mm dia |
| 13 | 300 mm dia |
| 14 | 400 mm dia |
| 15 | Repairing of reflex valve with the change of flapper sheet i/c new lever, rubber sheet, MS ring, S.S.pin shaft & shaft rubber etc. complete250 mm dia |
| 16 | 300 mm dia |
| 17 | 400 mm dia |
| 18 | Repairing of Existing PVC water line including bailing out of water by / Manually / Diesel Engine, P/F PVC coupler, CID joint etc. complete work as per direction of E/I (But Excluding cost of Excavation filling and PVC pipe) 200 mm dia |
| 19 | 250 mm dia |
| 20 | Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete1:5:10 (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 : With common burnt clay F.P.S.(non modular) bricks of class designation 100 |
| 21 | Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c 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 : With common burnt clay F.P.S.(non modular) bricks of class designation 100 |
| 22 | Providing & Fixing CID Joints complete with Rubber rings and Nut-Bolts including all taxes & Contractor profit etc. complete as per direction of E/I 250 mm dia |
| 23 | 300 mm dia |
| 24 | 400 mm dia |
| 25 | P/F M.S Clamp 200 mm dia i/c excavation, reffiling etc. complete as per direction of E/I. |
| 26 | P/F M.S Clamp 250 mm dia i/c excavation, reffiling etc. complete as per direction of E/I. |
| 27 | Carriage of Materials by mechanicals transport Including loading, unloding and stacking Eath lead upto 10 KM. |
| 28 | M-150 Brick Work in 1:4 cement & Coarse sand 2.20 F.M. mortar in foundation and plinth including supply of all materials, labour and T&P etc. requried for proper completion of the work. Same as item no. 305 but in 1:4 one cement & four Coarse sand of 2.20 F.M. mortar. |
