Construction of toe wall for approach road, P/F Boundary wall gate, approach road upto main road at 33 KV S/S Hingoniya under 132 KV S/S

PART-A (Bldg.)

1.8 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

3.1.6 & 3.1.2 Providing & Laying in position cement concrete i/c curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering – All work up to plinth level.: (A) 1:4:8 (1 cement:4 course sand: 8 graded stone aggregate 40 mm nominal size).

6.1.6/B-6 Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:l in Cement sand Mortar 1:6 (1- Cement: 6- Sand).

3.8/B-3 P/F precast cement concrete coping 1:2:4 mix 50 mm thick complete as per specifications 50mm

4.1 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

4.9 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc.

4.13.2Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. ('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) Hot rolled deformed bars (IS : 1139).

12.3.2/B-12 Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished: (A) 20mm thick

6.3(iii-a) / R Interlocking Concrete block Pavement With M- 30 Grade 0.30Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks ( measurements Shall be made inner to inner side of edge blocks ) Providing & laying of interlocking M 30 grade concrete Block pavements having thickness 80 mm as per drawings and as per IS 15658:2006 and all materials shall conform to MoRTH specification Clause 602 with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks Category 'A' dentated units to key into each other on all four faces Zigzag shape as per IRC SP 63-2004