Balance work of Construction of Qtrs. Vehicle Stand Colony Road and Development work at 220 KV GSS Reodar (Distt Sirohi)

Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils B-1.8

Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).B-3.1.6

Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:Cement Mortar 1:4 ( 1-Cement : 4-Sand).B-6.1.4

Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1 : 6 (1 cement : 6 coarse sand) B-5.2.2

Add extra for Square or Rectangular Pillars in Superstructre brick work up to five storey Upto 45 cm length and all sides are free.B-5.3.1

Half brick masonry in Superstructure , above plinth level upto floor V level using bricks of designation 75 Cement mortar 1 : 6 (1 cement : 6 coarse sand)Add extra providing and placing in position 2 Nos. ,6mm Ø M.S. bar at every third course of half brick masonry . (B-5.8.3+5.9)

Add extra for Random Rubble stone masonry with hard stone in Wall upto 30cm. and less thickness.B-6.3.4

Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal dehyderesin in glue both sides with approved steel fittings complete as per annexure 'A' : Extra for providing external lipping with 2nd class teak wood battens 6 mm minimum depth on all edges of shutters (over all area of door shutter to be measured) Over item no. 8.13. 30 mm thick . Commercial Veneer both side Extra for providing other type of fittings as mention in annexure A ( as approved by EI) : Stainless steel fittings( B-8.13.2.1+ 8.14+8.18.2)

Providing and fixing fully panelled/partly panelled/ double leaf shutter frames for doors as per approved design and drawings with approved ordinary C.P./ oxidised steel fittings as per Annexure - 'A' and width of styles & top rails of 100mm and lock rails width of 150mm and bottom rails of 200mm width including teak wood beading of size 19mm x 12mm on both faces complete : Wire gauge 24 gauge 14 mesh of IS 1568-1970 marked 85 gauge of dia 0.56 mm 30 mm thick Shesham wood grade I (B-8.4.2.3+8.6.8-8.11)

Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix ( B-4.1)