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| 1 | E/W in excavation foundation in ordinary soil loam,clay or sand including lift upto 1.5 m. & lead upto 30m including filling watering & ramming of excavated earth into the trenches or in to th plinth removal & disposal of surplus earth as directed by the engineer in charge upto a distance of 30m from the foundation trenches. ( S.I No-251a) |
| 2 | Concrete with 40 mm gauge Brick ballast fine sand of 1.25 fineness modulous & Cement in proporation of 8:4:1 in foundation and under floor, includingsupply of all material labour and T&P etc. required for proper completition of the work.(S.I. No. 275) |
| 3 | M-150 class Brick work in 1:4 Cement & Fine sand of 1.25 F.M. mortor in foundation & plinth including supply of all materials, labour and T&P etc. Required for proper completion of the work. (S.I No.305) |
| 4 | 12 mm thick plaster with cement and Coarse sand in 1:3 over brick work minimum thickness not be less then 1 cm including supply of all materials, labour , T & P etc. required for proper completion of the work as per S.I. No.583 |
| 5 | E/W embankment cutting or inembankment inordinary soil,excavation to be in the form regular pits not exceeding 0.50M in depth and earth work in embankment to be in 20cm Layers including remming and dressing the surface to required level and slope and also including 1.5M lift and 10 km lead . The earth from cutting to be use in making embamkment or to be deposite as spoil banks with in 5 km distance as directed by the Engineer incharge.Including Royallity as S.I. No. 253(a)+261(b) |
| 6 | R.C.C. Work with cement, approved coarse sand & 2 CM gauge approved stone grit in proportions of 1:1.5:3 in Lighter beam having span Upto 6 M excluding supply of reinforcement and its bending, but i/c its fixing and binding the same with 24 B.W.G.G.I. binding wire and i/c necessary centering and shuttering etc and supply of all materials, labour , T & P etc. required for proper completion of the work i/c cost of binding wire. The rate excludes making of drip course which shall be paid extra.S.I.N.O. 285 |
| 7 | M -150 Brick Work with 1:4 (one cement & six fine sand of 1.25 F.M) mortar in super structure including supply of all materials, labour , T & P etc. required for proper completion of the work as per S.I. No.305+309+310. |
| 8 | M.S or iron work of small 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. S.i no-502 |
| 9 | R.C.C. Work with cement, approved coarse sand & 2 CM gauge approved stone grit in proportions of 1:1.5:3 for slab excluding supply of reinforcement and its bending, but i/c its fixing and binding the same with 24 B.W.G.G.I. binding wire and i/c necessary centering and shuttering etc and supply of all materials, labour , T & P etc. required for proper completion of the work i/c cost of binding wire. The rate excludes making of drip course which shall be paid extra. S.I 5.17 NEW ITEM. |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. DSR NO. 5.22.1 |
| 11 | Cement concrete with 2 cm gauge stone grit, coarse sand & cement in the proportion of 4 :2:1 including supply of all materials, labour , T & P etc. required for proper completion of the work as per S.I. No. 279(a). |
| 12 | 12 mm thick plaster with cement and Fine sand mortar in 1:6 over brick work minimum thickness not be less then 1 cm including supply of all materials, labour , T & P etc. required for proper completion of the work as per S.I. No.586. |
| 13 | Supply and fixingof 6 to 8 mm thick ivory or light shades vitrefied tiles 600*600 mm size in flooring and skirting laid with 1:3 cement and Approved Coarse sand mortar finished with white cement slurry, jointing, and polishing complete, including supply of all materials, labour , T & P etc. required for proper completion of the work as per S.I. No.New item S.I 14.25 |
| 14 | Supply and fixing 6 mm China white glaged tiles in flooring or in skirting or dado laid with 1:3 cement and Approved Coarse sand mortar finished with white cement slurry, jointing, and polishing complete, including supply of all materials, labour , T & P etc. required for proper completion of the work as per S.I. No.628 |
| 15 | Providing wall putty on New surface with approvl quality material of Berjer J.K, Birla or similar make 02 coat including supply of all materials, labour , T & P etc. required for proper completion of the work as per S.I.N.O new item |
| 16 | Finishing wall with water proof cement paint(Weather coat) of approved make and quality on new work with three coat to give an even shade including supply of all materials, labour , T & P etc. required for proper completion of the work as per S.I.N.O. 660+661+662 new item |
| 17 | construction of granular sub-base by providing coars graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at desired density, including cost of all material, labour, T&P including all taxes, royalty, labour cess complete, as per mort clause (A.R.) |
| 18 | Supply of 80 mm thick Precast cement concrate I shaped interlocking paver blocks ISI mark confirming to IS:15658-2000 with top Layer of minimum 5 mm thickness having plan dimension 200 x (160+120 mm) of O.P cement , smooth high gloss finish, skid resistant, manufactured from rubber moulds through vibro-compression mechanism. The compressive strenth of concrate paver block shall not be less then 40 MPa & weight 4.50 kg per including cost of material, with a blanket Layer 4.00 cm.thick fine sand . including labour,T&P etc.required for proper complition of the work as directed by Engineer-in-charge. |
| 19 | Providing and fixing G.I chain link fabric fencing of required with in mesh size 50x50 mm including strenthing weight 2 mm dia wire or nuts,bolts and washers as required complete as per the direction of engineer-in-charge, made of G.I wire of dia 4mm DSR-16.70.1 |
| 20 | Structural steel work riveted, bolted or welded in builtup section , trusses and framed work including cutting , hoisting , fixing in position and applying a primary coat of approved steel primer all completeDSR -2023 , S.No.10.2 |
| 21 | Supply and Fixing Galvanized corrugated iron roofing 24 B.W.G in position including supply of all material ,labour,Tools & plants etc. required for [roper completion of the work and including wastage S.I. No. 536 |
| 22 | Supply and fixing of 10 cm internal dia P.V.C. down pipe Everest or charminar make complete with bends with at top and plain at bottom and grantings & supply of necessary M.S. clamp 2.5 cm × 30mm fixed to wall cement mortar 1:2 & i/c supply of 15 cm long 6 mm dia nail all materials, labour , T & P etc. required for proper completion of the work and also i/c repair of lplaster pointing etc. if damaged during fixed of the pipes. as per S.I.N.O. 730. |
| 23 | Providing and fixing white vitreous china pedestal type water closet(European type) with seat and lid, 10 litre low level white vitreous chinaflushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flushbend, overflow arrangement with specials of standard make and mosquitoproof coupling of approved municipal design complete, including paintingof fittings and brackets, cutting and making good the walls and floorswherever requiredW.C. pan with ISI marked white solid plastic seat and lid DSR NO. 17.3.1 |
| 24 | Providing and placing on terrace (at all floor levels) polyethylene waterstorage tank, IS : 12701 marked, with cover and suitable lockingarrangement and making necessary holes for inlet, outlet and overflowpipes but without fittings and the base support for tank DSR NO. 18.48 |
| 25 | Providing and fixing Polyethelene-Aluminium-Polyethelene PE-AL-PEComposite Pressure Pipes conforming to IS : 15450, U.V. stabilized withcarbon black having thermal stability for hot & cold water supply, capableto withstand temperature up to 80°C, including all special fittings ofcomposite material (engineering plastic blend and brass inserts whereverrequired) e.g. elbows, tees, reducers, couplers & connectors etc., withclamps at 1.00 metre spacing. This includes testing of joints complete asper direction of the Engineer-in-charge. 1620 (20 mm OD) pipe DSR NO. 18.1.2 |
| 26 | Providing and fixing bress bib cock of approved quality for 15 mm ominal bore as per DSR 18.15.1 |
| 27 | Providing and fixing 600x450 mm beveled edge mirror of superior glass(of approved quality) complete with 6 mm thick hard board ground fixed towooden cleats with C.P. brass screws and washers complete. DSR NO. 17.31 |
| 28 | Wiring point with 1.5 Sq mm pvc insulated Single core copper wire in PVC concealed conduit Light point 131 c |
| 29 | Wiring point with 1.5 Sq mm pvc insulated Single core copper wire in PVC concealed conduit5 Amp plug 134 c |
| 30 | Wiring point with 1.5 Sq mm pvc insulated Single core copper wire in PVC concealed conduitFan point |
| 31 | S/F OF 15 AMP 230V POWER PLUG 1139 |
| 32 | S/F OF 06 AMP TO 32 AMP MCB 1002 CAT A |
| 33 | Supply and Fixixng of Tube light with batten suitable for upto 1x22 watt tube light si no 1413 CAT AAA |
| 34 | celling fan |
| 35 | S/Wiring of submain with P.V.C in Sulated copper in P.V.C cancealed conduet.(i) 2x2.5 Sq mm. 1304 B Please Enable Macros to View BoQ information |
