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| 1 | Excavation in foundation in ordinary soil including lift upto 1.50M and lead upto 30M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal & disposal of surplus earth as directed by E/I upto a distance of 30M from foundation trenches. SI .251a |
| 2 | Concrete with 4cm guage stone ballast,course sandand cement in proportion of 1:5:10 in foundation and under hoorsing all material, labour, T&P etc. required for proper completion of work. including cost of binding wire (SOR No 274+Diff in cost of ballast). |
| 3 | R.C.C. workwith cement, approved coarse sand & 2cm gauge approved stone girt in proportion of1:1.5:3 in slab exluding supply of reinforcement and its bending, but including its fixing & binding the same with 24 B.W.G.G.I. binding wire & including necessary centering and shuttering etc. and supply of all material, labour, t&p etc. required for proper completion of the work including cost of binding wire (S.I. NO-284a) |
| 4 | M.S. or iron work in heavy sizes and section such as holding down bolts, hold fast, tie rods grating etc. wrought to required from including supply of steel bolts, nuts wastage etc. and their fixing required for proper completion of the work. |
| 5 | Supplying, Fitting and Placing un-coated HYSD/TMT bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. |
| 6 | M-150 Brick work in1:4 cement & four coarse sandin foundation and plinth including supply of allmaterials, labour, Tools & plants etc. required for proper completion of the work. SI-305(a) |
| 7 | 12 mm thick plaster with cement and coarse sandmotar 1:4 over brick work minimum thickness plinth with cement and coarse sand.S.I.no-584(a) |
| 8 | Finishing wall withweather coat paint of approved make and quality on new work with two coat to give an even shade including supply of all materials,labour, Tools & plant etc. required for proper completion of the work. S.I.no- 662 new item |
| 9 | Supply of 140mm dia PVC Pipe @ 6Kg./CM2 (ISI Marked) approved make as per instruction E/I(SOR-30A(VII) |
| 10 | Supply of 110mm dia PVC Pipe @ 6Kg./CM2 (ISI Marked) approved make as per instruction E/I (SOR-30A(IV) |
| 11 | Supply of PVC terminal guard110mm dia approved make as per instruction E/I (DSR-1640) |
| 12 | Supply of R.C.C. pole(size 0.15x0.10x1.80) 1.8 mtr. Height with 5 nos. hole/stepul for fixing of barbed wire all complete as per instruction of E/I. |
| 13 | Supplyof twist type silver barbed wire with approximate weight of 140-150gram/meter complete as per instruction of E/I. |
| 14 | Fixing of barbed wire in fixed poles including all labour & T&P complete as per instruction of E/I. S.I.No-513 |
| 15 | Fixing of R.C.C. pole in 1:3:6 cement concrete in cement coarse sand and stone aggregate including digging pit of size 0.45x0.45x0.45m and supply of concrete including all labour T&P etc. complete as per instruction of E/I. |
| 16 | Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m. in depth and earth work in embankment to be in 20 cm. layers including ermming and dressing the surface to required levels and slopes and also including 1.50 m. lift and 30m. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 m. distance as directed by the Engineer incharge also including cartage of earth for 3kms. (Excluding royality) S.I. No. 253(a) |
| 17 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 |
| 18 | Providing and laying of interlocking concrete Block pavement having thickness 80 mm as per drawings and technical specification Clause 1504. (Exclusive G.S.B.) |
| 19 | 2.5 cm thick DPC of cement concrete consisting of 1part cement, 1½ parts approved coarse sand and 3 parts approved 10 mm. graded stone grit and including water proofing material as ordered by the Engineer incharge in the proportion as specified by the manufacturer. |
| 20 | Supply of labour for fixing water retaining species/ water purification species and for grassing/species of slope making as per instruction of E/I. |
| 21 | Supplying, fixing and keeping in position benches (3 seater each) as per design and drawing complete and as per instruction and approval of Engineer incharge.(MR) |
| 22 | Construction of cement concrete kerb with top and bottom width 100 and 100 mm respectively, 300mm high in M 20 grade kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per cluase 409 |
| 23 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red DSR-11.56.2 |
| 24 | Providing and laying 53-45mm nominal size stone aggregate spreading in uniform layer in rainwater harvesting pit complete as per insuction of E/I |
| 25 | Providing and laying 45-22.4mm nominal size stone aggregate spreading in uniform layer in rainwater harvesting pit complete as per insuction of E/I |
| 26 | Providing and laying 25-10mm nominal size stone aggregate spreading in uniform layer in rainwater harvesting pit complete as per insuction of E/I |
| 27 | Providing and laying 6mm and below nominal size stone aggregate spreading in uniform layer in rainwater harvesting pit complete as per insuction of E/I |
| 28 | Construction of brick masornary chamber inside 1.75x1.10mm & 2.00 metre deep for rain water harvesting recharge storage tank/chamber in cement motar 1:4(1 cement :4 coarse sand) with R.C.C. top slab with 1:1.5:3 mix (1 cement :1.5 coarse sand :3 graded stone aggregate 20mm nominal size) foundation concerete 1:6:12 mix (1cement :6 fine sand of 1.25 F.M. :12 graded brick aggregate 40mm nominal size) complete as per standard design and direction of Engineer-in-charge. (A.R.) |
| 29 | Providing and fixing of M.S. informatory sign board with frame of 40X40X5mm angle iron and diagonal braces of 25X5mm flat iron. 16 S.W. gauge M.S. Sheet shall be fixed on the M.S. Frame including one coat of ready mixed priming paint and two coats of apporved superior quality ready mixed paint on the whole structure and also painting letters on M.S. Sheet firmly fixed to the ground with 15 grade cement concrete 45X45X60cm B.G.L. Complete as per approved drawing and direction of Engineer-in-charge. (A.R.) |
