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| 1 | Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. |
| 2 | Earth work in excavation of foundations of bridges culverts, buildings including handling of material with a combined lead of 15 metres dressing of bed and sides stacking the excavated soil from the edge of excavation and subsequent filling around. b). For semi-conglomerate soil of the nature of pick jumper work. |
| 3 | Jungle clearance. |
| 4 | Cement concrete 1:4:8 with stone ballast mixing by mechanical means using concrete mixture volumetric type. |
| 5 | Boulder masonry in cement mortar (1:6) in foundations and plinth. |
| 6 | Plum cement concrete 1:5:10 with stone ballast 40mm gauge using 20 percent plum |
| 7 | Stone filling behind retaining walls. |
| 8 | Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1 V :20H towards drawing face. Complete as per drawing and Technical Specifications. |
| 9 | Damp proof course 7.5 Cm thick cement concrete 1:2:4 with 2 coats of bitumen 20/30 penetration at 1.65 Kg per sqm laid hot and sanded |
| 10 | First class burnt brick work laid in cement sand mortar 1:4 in first storey up to 4 metres above plinth level. |
| 11 | Steel work fixed independently without connecting plates including cutting hoisting and fixing in position. |
| 12 | Cold twisted deformed (Ribbed/ Tor steel) Bars (Fe 550 grade as per IS 1786-2008), for R.C.C works, where not including in the complete rate of RCC including binding, bending and placing in position complete. |
| 13 | Centering and shuttering for sides and soffits of beam, beams, launching girders, bressummers, lintels. |
| 14 | Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type |
| 15 | 12.5 mm thick cement plaster 1:4 |
| 16 | Finishing walls with cement-based water-soluble exterior paint such as snowecem, robbiacem etc. on old work one coat to give an even shade |
| 17 | Informatory sign board 800x600mm rectangular as per IRC 67- 2012 with high intensity Micro prismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. fixed over 4mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012. a (i) Using high intensity Micro prismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012 |
| 18 | Boundary Pillars:- Reinforced cement concrete M-15 grade boundary pillars of standard design as per IRC 25-1967 fixing in position including painting and printing etc. complete as per technical clause 806 of MORT&H specifications |
| 19 | Providing and fixing RCC Post along with G.I. staples (RCC post 2.30 mtr high 8x8 cm at top & 10x10 cm at bottom) & barbed wire of size 2.20mm x 2.20mm in 10 layers(horizontal) and 02 diagonals in each panel. a (i) Using high intensity Micro prismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012 |
| 20 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 mtr openable length(total length 30 m)having 50 nos. rounds per 6 mtr, upto 3 m height of wall with existing angle iron Y shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. clips to retain horizontal including necessary bolts or G.I. barbed wire tied with angle iron, all complete as per direction of Engineer in charge, with reinforced barbed tape (R.B.T.)/ Spring core(2.500mm thick) wire of high tensile strength of 165 kg/sq. mm with tape(0.52mm thick) and weight 43.478 gm/meter. Vertical angle = 1 row 02 sides = 2+2=4 (2 row each) Please Enable Macros to View BoQ information |
