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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 | Dismantling stone flagged or tiled floor. Including base concrete and including stacking of dismantled materials as directed by the Eng-in-charge within a distance of 60 metre (S.I.no-698) |
| 3 | Cement Concrete with 2cm, guage approved stone grit, 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. SI-279a |
| 4 | Dismantling of cement concrete or brick or granolithic floor Including base concrete and including stacking of dismantled materials as directed by the Eng-in-charge within a distance of 60 metre (S.I.no-697) |
| 5 | Providing and laying 110 mm dia PVC pipes and specials including the cutting of pipes for making up the length and making joint with specified cement and also including supply of all materials labour T&P etc. required for proper completion of the work . |
| 6 | Supply and fixing of 10 cm PVCdown pipe(Kisan/suprime make) complete with bends with door at and top andplain at bottom and gratingand including supply of necessary M.S. clamp 2.5cm x3mm(1\"x1/8\") fixed to walls with cement motar (1.2) and including supply of 15cm (6\") long 6mm(1/4\") dia nail all materials, labour and T&P etc. required for proper completion of the work also including repair of plaster pointing etc. if damaged during fixing of the pipes. (S.I.no-730a) |
| 7 | Providing and laying 4cm guage Brick ballast. including supply of all materials, labour, t&p etc. required for proper completion of the work complete in all respect. S.I. No-2 B |
| 8 | 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) |
| 9 | 12 cm thick plaster with cement and coarse sandin motar 1:4 over brick work minimum thickness plinth with cement and coarse sand.S.I.no-584(a) |
| 10 | Cast Cement concrete with 2cm. guage approved stone grit, coarse sand & cement in the proportion of 3:1.5:1 excluding its fixing and binding the same ieth 24 B.W. G.G.I, binding wire, moulds including supply of all materials, labour, Tools & Plants etc. required for proper completion of the work. S.I. no-282+ Diff of 1:2:4 and 1:1.5:3 |
| 11 | Supplying, Fitting and Placing un-coated HYSD/TMT bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. |
| 12 | 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.) |
| 13 | Boring/drilling bore well of 150mm dia for casing/strainer pipe by suitable method, including collecting samples from different strata prepairing and submitting strata chart/bore log including hire & running charges of all equipments, T&P and machinary required for the job up to 25 metre depth BGL and supplying, assembling, lowering and fixing 110mm dia PVC casing & slotted PVC pipe/Screen of 0.50 metre length in recharge pit at top and 6 metre length in aquifers zone. The slotted pipe will be rolled with 1.18 to 1.40 micron nylon cloth mesh with providing and fixing 110mm size PVC vent cowl to the top and bottom plug to the bottom of bore well casing pipe and also including supplying, filling, spreading & levelling gravels of size range 5mm to 10mm up to 50cm depth with gravel packing in bore well, brick ballast of size 40mm over the existing layer of gravels in 50cm thickness, coarse sand of size range 1.5mm to 2mm in 40cm thickness over brick ballast layer and flat brick laid dry with M-150 class bricks at top of coarse sand layer successively in recharging pit of Internal size 1.75X1.20 metre excluding Construction cost of recharging pit which shall be paid extra. Nylon cloth mesh will be laid on top of each layers of filter media all complete, as per standard design and direction of Engineer-in-charge. (As per LMR) |
| 14 | Addition/ Substraction of depth for boring, lowering and fixing of 110 mm size P.V.C. casing pipe for recharge well as per actual requirement at site in item no-02 above as per standard design all complete. (As per LMR) |
| 15 | 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) |
| 16 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works DSR-10.25.2 |
| 17 | Supply and fixingfiber sheet shed material, labour T&P etc. for proper completion of work to the satisfaction of Engineer in charge of work. |
| 18 | Providing and Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge SOR (H)-2.57 |
| 19 | 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 |
| 20 | 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 |
| 21 | Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grade on prepared surface, mixing by mix in place method with rotavator at OMC. And compacting with vibratory roller to achieve the desired density. complete as per cluse 401 |
| 22 | Supply & laying of 80mm thick Precast cement concerete I-Shape\" Interlocking paver blocks ISI markconfirming to IS: 15658-2006 with top layer of minimum 5 mm thicknesshaving plan dimension 200x(160+120mm) of O.P. Cement , smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro-compression mechanism. The compressive strength of concrete paver block shall not be less than 40Mpaand weight 4.5kg perincluding cost of material, with a blanket layer of 4.00cm. thick fine sand. includinglabour, T & Petc required for proper completion of the work as directed by Engineer-in-charge. ch 20, new item 14 |
| 23 | Painting roofs or other iron work in large areas with one coat priming and one coat of approved (above one Sq. Metre) paint (British antesol or equivalent) including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. Paint to be used ISI Marked. S.I.No-644 |
| 24 | Providing wall puttyon old surface with approvel quality material of Berger/J.K./Birla or similar make 2 coats |
| 25 | Finishing wall with two coat of water proof cement paint of approved quality on previously old treated surface with this paint to give an even shade including supply of all materials, labour, Tools & plant etc. required for proper completion of the work. 661+662 |
| 26 | Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc. including welding grinding, buffing, polishing and making curvature (wherever required) and fitting and same with necessary stainless steel nuts and bolts complete, including fixing the rialing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc. of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge. (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, botls, fastners etc.) S.I. NO-ch.-10 new item |
| 27 | Providing and laying 53-45mm nominal size stone aggregate spreading in uniform layer in rainwater harvesting pit complete as per insuction of E/I |
| 28 | 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 |
| 29 | Providing and laying 25-10mm nominal size stone aggregate spreading in uniform layer in rainwater harvesting pit complete as per insuction of E/I |
| 30 | 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 |
| 31 | 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.) |
