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| 1 | SCHEDULE ‘A’ Part - I (Repair of Building) |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m inwidth or 10 sqm on plan), including dressing of sides and ramming ofbottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 4 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) mix |
| 5 | Providing and laying in position reinforced cement concrete (1:1½ : 3 ) with 20 mm nominal size stone aggregates , excluding the cost of centering, shuttering, finishing and reinforcement , all work upto plinth level. |
| 6 | Reinforced cement concrete work in beams, chajjas, lintels, bands, plain window sills above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 7 | Providing and laying formwork to sides of concrete including strutting, propping etc and removal of form for foundations, footings, bases of columns etc. |
| 8 | Ditto but in lintel and top beams. |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. |
| 10 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level, in Cement mortar 1:4 (1 cement :4 coarse sand). |
| 11 | 15 mm cement plaster on rough side of single or half brick wall of mix 1:6 (1 cement: 6 coarse sand).(Internal surfaces of wall). |
| 12 | 20 mm cement plaster on rough side of single or half brick wall of mix 1:6 (1 cement: 6 coarse sand).(External surfaces of wall). |
| 13 | 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand) |
| 14 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) |
| 15 | Finishing walls with Acrylic Smooth exterior paint with silicone additive of required shade on new work (Two or more coat applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). |
| 16 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification (Two or more coats on new work). |
| 17 | Providing and applying white cement based putty of average thickness 1mm, of approved brand and manufacturer , over the plastered wall surface to prepare the surface even and smooth complete. |
| 18 | Providing and fixing White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required |
| 19 | Providing and fixing on wall unplasticised rigid PVC pipes incl jointing with seal ring, single socketed pipes of 110 mm dia. |
| 20 | Providing and fixing on wall unplasticised rigid PVC pipes incl jointing with seal ring, single socketed pipes of 75 mm dia. |
| 21 | Constructing brick masonry manhole in cement mortar 1:4 ( 1cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design, Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. |
| 22 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design With common burnt clay F.P.S. (non modular) bricks |
| 23 | Constructing of 20 Users Septic Tank INTERNAL SIZE - 2.30M X 1.10M X 2.00M brick masonry with F.P.S. (non modular) bricks of class designation 7.5 in cement mortar 1:4 ( 1cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per drawing No. STD/Engr/05/09 sheet No. 1/1. Please Enable Macros to View BoQ information |
