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| 1 | Earth work in excavation in foundation in ordinary soil i/c lift upto 1.50 mtr. & lead upto 50.00 mtr and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed bu the E/I within a distance of 50 m. (as per SI No. 251) Toilet, partition for varandah, Septic tanck, soak pit, For Ramp, Rt. Wall for interlocking. |
| 2 | P\L C.C.in 1:6:12 Foundation with cement fine sand & 40 mm gauge B\ballast as per S.I. No. 273, toilet, partition for varandah, septic tank, soakpit, for Ramp, Rt. Wall for interlocking. |
| 3 | First class brick work in 1:4 cement and Course sand mortar complete in all respect. As per PWD-305b. toilet, partition for varandah, septic tank, soakpit, for Ramp, Rt. Wall for interlocking. |
| 4 | R.C.C. work in 1:1.5:3 cement & c/sand mortar in plinth beam as per S.I. No. 285 (b) toilet Linten beam, slab, septic tak, soakpit. |
| 5 | Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastages and over lapping and hookes.RCC Qty @ 1% |
| 6 | First class brick work in 1:4 cement and Course sand mortar complete in all respect. As per PWD-305b+310a. Toilet,up to slab,ded door, ded. Vetilator. |
| 7 | Plaster work in 1:4 cement & c/sand mortar etc as per S.I.No-584 toilet,ded. door, ded. Ventilator |
| 8 | Finishing wall with two coat of Water proof cement paint of approved quality on new surface with this paint to give an even shade. Including supply of all material, labour and T&P etc required for porper completion of the work. SI No 660+661. Same As above item no.7 |
| 9 | Mild steel or iron work in heavy sizes such as truses builts up grates door frames records racks roof work gates etc. wrought to requried form including drilling holes rivetting or welding where necessary and also including supply of steel bolts nuts and wastage etc. and their fixing required for complection of the work.door Ventilator, ramp railling. |
| 10 | Providing and laying in cement concrete 1:2:4(1cement:2 coarse sand:6graded Stone ballast aggregate 20 mm nominal size) and curing complete, including cost of form work in foundation and floors As per PWD-279b for coping and floor.Ramp. |
| 11 | Providing and laying vitrifed floor tiles in different size (thickness to be specified by the manufacterure)1st quality conforming to IS 15622 of approved make in all coloures and shades laid on 20mm thick cement mortar 1:4 (1 cement : 4 coares sand) jointing with grey cement slurry @3.3 Kg/sqm including grounting the joints white cement and matching pigment etc, complete, Code No 11.40 size 300x300mm |
| 12 | Providing and laying 1st quality ceramic glazed wall tiles conforming to IS 15622 (thickness to be specified by the manufacterure)1st of approved make in all coloures and shades except burgundy, bottle green ,black of any sizes approved by engineer in charge, in skriting, resers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coares sand) jointing with grey cement slurry @3.3 Kg/sqm including grounting the joints white cement and matching pigment etc, complete.. s per DSR Rate |
| 13 | Supply & fixing of flush doors commercial qulity conforming ti I.S. 2202 I (1983) including fixing of wooden cleats & stoppers and including fixing adjustment of hingnes boltes locks handles sprring fitting with necessary screws to be supplied departmentaly Sch PWD 470 (B) door. |
| 14 | Panting or vansishing on iron worksin small areas or new wood work with one cost of ready mixed priming paint &one coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all materiles labour and T & P etc required for proper complection of work paint to be used should confirm to the I.S.I No 130 1950 SI- |
| 15 | Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pit not exceeding 1/2 metre (20'') in depth and earthwork in embankment to be 20 cm (8'') layers including ramming and dressing the surface to required levels and slopes and also including 1.5 mts lead. The earth form cutting to be used in making embankment or to be desposited on spoil banks withen 30 m. (100 ft.) distance as directed by the Engineer-in-charge Excluding Royalty. cartage 5km. Open Area. |
| 16 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. |
| 17 | P/L of Interlocking concrete block pavement havinh thickness 80 mm as per drwaing and technical specification clouse 1504 |
| 18 | Supply and Filling Of Brick Bats .All complete work. |
| 19 | S/F white glazed anglo indian W.C. Pan 580 mm dia (ch.22 S.No. 5+ ch.24 S.No.23.112(b)(3300+270=3570) |
| 20 | S/F squatting urinal of size 450x350 with integral longitudinal flush pipe (ch.22S.No.11+ch.24 S.No. 23.124(1195+285=1480) |
| 21 | S/F hand wash basin white glazed fire clay sink 550x400mm size (22.S.No.12+Ch.24S.No. 23.127(a)(910+214=1107) |
| 22 | P.V.C.pipe (6kg/cm2 pressure) kissan/ supreme quality.160 mm dia Ch.-1 Extra item-17(30) As per SOR-2022. |
| 23 | 160 mm dia Ch.-1 Extra item-17(30) As per SOR-2022.110mm dia (sewer line)(ch.extra item-17(31) As per SOR-2022 |
| 24 | 110mm dia (sewer line)(ch.extra item-17(31) As per SOR-2022. 20mm dia. |
| 25 | S/F of water tank (1000Ltr) |
| 26 | P/F brass bib cock ISI marked approved quality as per direction of E/I (21b.15)(2016) 20mm nominal bore. |
| 27 | Laying of other Miscellaneous work. Please Enable Macros to View BoQ information |
