zone-01 ward-103 Parade ke antargt Beema Hospital ke samane footpath Patery wa nali Ka Sudhar Ka Karya

2.1.1 (2.1.1)-FS4001-Earth Work-earth work 2.1 (2.1,1) work in surface excavation not exceeding 30 cm in depth but ceeding 1.5 m In width as well as 10 sqm on plan including getting out d disposal of excavated earth upto SO m and lift upto 1.5 m, as directed Engineer-in- Charge: 2.1.1 All kinds of soil.o 0.30 M-Rate-170 per 1 Cum.

2.8-FS4003-Earth Work-E/W in Excavation in trenches for foundation pipe cable etc in ordinary soil (loan clay or sand ) including 1.5left and 50m and dressing Earth work in excavation bmechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), excavated soil and disposal of surplus excavated soil as directed, within a lead of SO m.lncluding dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the All kinds of soil.-Rate-215 per 1 Cum.

4.1.8-FS5005-Concrete/R.C.C. Work-4.1.8 Providing and laying In position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand (zone-Ill) : 8graded stone aggregate 40 mm (nominal size)-Rate-5740 per 1 Cum.

NA-S31011-Non SOR-Non SOR Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, ljoints except ar sharp curve shall not to more than 5mm) including making drainage, opening wherever required complete etc. as per direction of Engg-in-charge (Length of finished kerb shall be measured for payment)-Rate-458 per 1 Rmtvature jointed with cement mortar 1:3 (1cement : 3 coarser sand) including making joints with or without grooves (thickness of

NA-FS31004-Non SOR-Construction of granual sub base (GSB) with well graded materails in uniform layer etc all complete. Construction of granular sub base (GSB) by providing coarse graded material, spreading in uniform layewith mortor grader on prepared surface, mixing by mixin place method with rotovator at OMC and compacting with viberatory roller to achieve the desired density as per clause 401.-Rate-3671 per 1 Cum.

4.1.2-FS5001-Concrete/R.C.C. Work-Concrete /R.C.C Work 1:1½:3 (1 Cement: 1½ coarse sand (zone-Ill) : 3 graded stone aggregate 20 mm nominal size)-Rate-7160 per 1 Cum.

NA-FS31005-Non SOR-Construction of gullypit 0.60x0.60x0.75 as per KNN design etc all work Construction of gullypit of 0.60x0.60x0.75 m internal size with jali, labour, T&P etc, required for proper completion of work.-Rate-5180 per 1 nos.

Non SOR-F31064-Non SOR-Extra Providing chemical hardner for hard surface etc all comp. Extra Providing chemical hardner for hard surface etc all comp.-Rate-96.25 per 1 Sqm.

18@ gst