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| 1 | Civil work |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means infoundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), includingdressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out theexcavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost ofcentering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stoneaggregate 20 mm nominal size derived from natural sources). |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming,consolidating and dressing complete. |
| 5 | Extra for compaction of earth work in embankment under optimum moisture conditions togive at least 95% of the maximum dry density (proctor density). cum 15.65 53 mm to 22.4 mm size stone aggregate |
| 6 | Brick work with modular extruded brunt fly ash clay sewer bricks (Conforming to IS:4885 ) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth : Cement Mortar 1:4 ( 1 cement : 4 coarse sand) |
| 7 | Half brick masonry with non modular fly ash bricks of class designation 10, conformingioIS :12894, in super structure above plinth and upto floor V level. Cement mortar 1 : 4 (1 cement : 4 coarse sand) |
| 8 | Providing and laying in position specified grade of reinforced cement concrete, excludingthe cost of centering, shuttering, ifnishing and reinforcement- All work up to plinth level :1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stoneaggregate 20 mm nominal size derived from natural sources). |
| 9 | Providing, hcisting and fixing above plinth level up to floor five level precast reinforcedcement concrete work in string courses, bands, copings, bed plates, anchor blocks, plainwindow sills and the like, including the cost of required centering, shuttering but,excluding cost of reinforcement, with 1:1.5:3 (1 cement 1.5 coarse sand (zone-III) derivedfrom natural sources : 3 graded stone aggregate 20 mm nominal size derived from naturalsources). |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete upto plinth level. Cold twisted bars |
| 11 | Providing and fixing horizontal chajja of stone 40 mm thick and upto 80 cm projection incement mortar 1:4 (1 cement : 4 coarse sand), including pointing in white cement mortar1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade: Red sand stone |
| 12 | 12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand) |
| 13 | 6 mm cement plaster of mix :1:3 (1 cement : 3 fine sand) |
| 14 | Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar1:4 (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 slab1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/cnecessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stoneaggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as perstandard design :With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 15 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming toIS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10mm gap for thermal expansion, (i) Single socketed pipes. 75 mm diameter |
| 16 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming toIS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10mm gap for thermal expansion, (i) Single socketed pipes. TEE 75 mm dia |
| 17 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming toIS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter |
| 18 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming toIS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10mm gap for thermal expansion, (i) Single socketed pipes. 75 mm bend |
| 19 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming toIS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10mm gap for thermal expansion, (i) Single socketed pipes. 110 mm bend |
| 20 | Excavating trenches of required width for pipes, cables, etc including excavation forsockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including gettingout the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc. anddisposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil |
| 21 | Providing and laying in position cement concrete of specified grade excluding the cost ofcentering and shuttering - All work up to plinth level :274.951:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stoneaggregate 20 mm nominal size derived from natural sources). |
| 22 | Centering and shuttering including strutting, propping etc. and removal of form for532.405.9.3 Suspended floors, roofs, landings, balconies and access platform |
| 23 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable methodprescribed in IS: 2800 (part I), including collecting samples from different strata,preparing and submitting strata chart/ bore log, including hire & running charges of allequipments, tools, plants & machineries required for the job, all complete as per directionof Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level.300 mm dia |
| 24 | P/F PVC slotted pipe PVC slottd pipe 150 mm dia as per IS 12818 |
| 25 | P/F PVC blind pipe PVC slottd pipe 150 mm dia as per IS 12818 |
| 26 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwedend) : 80 mm nominal bore |
| 27 | Structural steel work riveted, bolted or welded in built up sections, trusses and framedwork, including cutting, hoisting, fixing in position and applying a priming coat ofapproved steel primer all complete |
| 28 | Total impact of GST for the purpose of CTC |
