Watch Tower 4 NOS in Leopard safari

E/W in excavation in foundation trenches or drains including dressing of side of ramming of bottom lift up to 1.5M including taking out the excavated soil & depositing refilling of jhiri with watering & ramming & disposal of surplus excavated soil as directed with a lead in a 50 mtr. Including stacking useful material if available. ord. rock B-1/ 1.9.1

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 using crusher broken stone aggregate.40mm B-3/ 3.1.6

R.R.S.M. for foundation & plinth in cement above 30cm thick wall( in 1:5) B-6/ 6.1.5

R.R.S.M. for super structure above plinth level one story hight above 30cm thick wall in 1:5 B-6/ 6.2.5

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 using crusher broken stone aggregate.M-20mm in 1:2:4 B-3/ 3.2.2

Brick masonary in foundation and plinth with brick of class designation 75 in 1:5 Add extra over item no. 5.1 for brick work in super structure up to third storey. B-5/ 5.1.2

Providing and laying in position specified grade of reinforcement cement concrete all RCC structural elements up to plinth level including curing comaction finishing with rendering in cement sand mortar 1:3 and making good the joints excluding the cost of centering shuttering and reinforcement. M-20 grade nominal mix. Beem B-4/ 4.2

Providing and laying in position specified grade of reinforcement cement concrete all RCC structural elements up to plinth level including curing comaction finishing with rendering in cement sand mortar 1:3 and making good the joints excluding the cost of centering shuttering and reinforcement. M-20 grade nominal mix. Roof Sajja Roof I st Story B-4/ 4.1

Centering and shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formworks for foundation in basement rafts,footings, straps beams, bases of columns etc. up to plinth level. Roof Sajja Beems B-4/ 4.9

Providing and fabricating reinforcement for RCC work including straightening, cutting, bending, placing in position in binding (including cost of binding wire) all complete up to floor three level. Cold twisted deformed bars (IS:1786) 9.62 x 7843/100 = 754.4966 B-4/ 4.13.1

Labour charges for cutting, bending for fabrication and binding reinforcement ( pain or tor / ribbed steel) as per drawing and design for R.C.C.& RB work including cost of binding wire with all lead and lift up to floor three level complete. 9.62 x 7843/100 = 754.4966 B-4/ 4.14

R.R.S.M. for super structure up to plinth level one story hight above 30cm thick wall in Dry stone masonary. B-6/ 6.2.2

Plaster on new surface on wall in cement sand mortar 1:4 including raking of joints etc. complete fine finish: 25 mm thick Room inside B-12/ 12.2.1

Plaster on new surface on wall in cement sand mortar 1:4 including raking of joints etc. complete fine finish: 25 mm thick Add extra item no.12.1 to 12.14 for plaster done over celling B-12/ 12.2.1/ 12.14

Kota stone slab floornig 25 mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polished complete with base of cement morter 1:4. for area of each slab from 901 to 2000 sq.cm: B-11/ 11.18.1

Distempering with dry distemper of approved brand and shade ( two or more costs) and of required shade on new work, over and including priming cost of whiting to give an even shade including all scaffolding B-12/ 12.36

Structural steel work in built up tubular, trusses and framed work including cutting, hoisting,(hight upto 10m) fixing in position and applying a priming coat of approved steel primer Welded and bolated including spaecial shaped washers etc. all complete. Hot finishing welded type tubes.Room Window

Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller, or stone or steel rammers and rolling every 3rd and top- most layer with power roller of minimum 8-10 tonne capacity and dressing up in embankment for roads, flood banks marginal banks and guide banks or filling up ground depressions, lead up to 50 Mtr. and lift up to 1.5 Mtr.:All kinds of soil

Septic tank, water tank and wall for barrier , water suplying pipe fiting and light fifhing etc.

Solar Pole with battery, Solar Pannel and light

Misc. work

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