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| 1 | B-2/1.8 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 sum 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 |
| 2 | B-11/3.1.6 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). |
| 3 | B-15/4.1 Providing and laying in position specified grade ofcement concrete forall 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 | Providing 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) HYSD(Conforming of relevent IS code) |
| 5 | B-17/4.9 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. |
| 6 | B-139/12.3.2 Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish:20 mm thick |
| 7 | Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes fittings type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make 110 mm dia meter.: Bend 87.5 :110 mm dia(s-257/3.45.4 (ii) |
| 8 | B-S-247/3.16.3P&FrigidPVCPipe (IS:4985mark)classII/(4Kg./Cm2.)approvedquality/make includingjoiningthepipe withsolvent cement rubber ring and lubricant.110 mm dia |
| 9 | B-/4.25 (ii)Rebarringwork in old R.C.C structures including making bore hole to adjust required bar diameter and filling a good quality filler to provide a tensil strength as per requirement and fix the Bar to the saction including cost of bars. 10 MM dia |
| 10 | B-156/14.3 Demolishing RCC workmanually/ by mechanical means including stacking of steel bars disposal of unseviceable material within 50 metres lead as per direction of Engineer-in-charge. |
| 11 | B-43/1.1Earth work in surface excavation not exceeding 30cm. in depth but exceeding 1.5 meter in width as well as10 Sqm on plan including disposal of excavated earth up to 50 Mtr. and lift up to 1.5 Mtr. disposed soil to be levelled and neatly dressed : All kinds of soil |
| 12 | B-135/11.38.1 (B) Providing and laying ofpaver block as per IS 15658 : 2006 (Indian standard for precast concrete block for paving- specification) and IRC : SP:63-2004 (guidelines for the use of interlocking concrete block pavement)M-30, 60 mm thick to be used in non traffic areas like building premises, monument premises, land scapes, public gardens/ park, domestic drives, paths and patios, Embankment slopes, sand stabilization Area etc.( As per table 1 ofIS 15658:2006Category‘B’ Denated only two side like I,Z,T shape etc. as per IRC SP 63:2004 |
| 13 | B-98 /9.2 Structural steel work riveted,bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete: |
| 14 | B- 157 /14.9.2 Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge:In cement mortar |
| 15 | B-69/6.1.6 Random Rubble Stone macsonary for with hard stone in founadtion and plinth in cment send mortar above 30 CM thinck wall in Cement mortar 1:6 (1-Cement :6 sand) |
| 16 | (B-69/6.2.6) Random Rubble stone masonry with hard stone in superstructure above plinth level and upto five level above 30cm. thick walls in: Cement Mortar 1:6 (1-Cement:6-Sand). |
