|
| 1 | Replacement of 600 mm dia DI Pumping main sewer line i/c construction of air valve chamber near Gnadhi Nagar Oxidation Pond under Sub Division No. 05 PHED Bhopal |
| 2 | Earth work in excavation for foundation, in building works etc. by mechanical means/ manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressed. All kind of soil( PHE USOR wef. 01.09.2023 It. No. 15.6.1 P.No. 257 ) 40.00x1.40x3.00= 1262.10x2.10x3.00 = 13.23 total 139.23 cum |
| 3 | Providing, laying and jointing including testing following socket & spigot centrifugally cast (Spun) Ductile Iron pressure pipes with inside cement mortar lining (class K-9) conforming to IS 8329 / 2000 with suitable Rubber Gasket (Push on) joints as per IS: 5382/85 for 600mm dia meter( PHE USOR wef. 01.09.2023 It. No. 1.3.11 P.No. 4 ) |
| 4 | Providing and Laying including testing ductile iron PN 16 type flanged sockets conforming to IS:9523/2000 having dimension as per table 23 of IS:9523/2000 in the following nominal dia meter/ sizes with external bitumen coating and internal cement mortar lining with finishing as per clause13 of IS : 9523/2000. for 600mm dia meter( PHE USOR wef. 01.09.2023 It. No. 1.7.10 P.No. 6 ) |
| 5 | Providing and laying including testing ductile PN 16 type iron flanged spigot conforming to IS:9523/2000 having dimension as per table 24of IS: 9523/2000 in the following nominal diameter / sizes with external bitumen coating and internal cement mortar lining with finishing as per clause 13 of IS:9523/2000. for 600mm dia meter( PHE USOR wef. 01.09.2023 It. No. 1.9.10 P.No. 6 ) |
| 6 | Providing and Laying including testing Ductile iron Mechanical joint collar with follower glands conforming to IS- 9523/2000 having dimension as per table 24 of IS: 9523/2000 in the following nominal diameter / sizes with external bitumenand internal cementmortar lining. for 600mm dia meter( PHE USOR wef. 01.09.2023 It. No. 1.11.10 P.No. 7 ) |
| 7 | Providing and Laying including testing Ductile Iron Double Socket branch flange Tee conforming to IS-9523/2000 having dimension as per table 21 of IS- 9523/2000 in the following nominal diameter /sizes with external bitumen coating and internal cement mortar lining with finishing as per clause 13 of IS- 9523/2000. size 600x200 mm( PHE USOR wef. 01.09.2023 It. No. 1.23.36 P.No. 13 ) |
| 8 | Providing and Laying including testing Ductile Iron Double Socket Reducer conforming to IS-9523/2000 havingdimension as per table 21 of IS- 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining with finishing as per clause 13 of IS- 9523/2000. size 200x150( PHE USOR wef. 01.09.2023 It. No. 1.25.5 P.No. 15 ) |
| 9 | Providing & fixing following ductile iron single chamber triple function temper proof air valves,small orifice with screwed end as per IS:14845-2000 including jointing & testing with cost of jointing material and rubber insertion all complete as per IS:13095-1991. 150 mm diameter( PHE USOR wef. 01.09.2023 It. No. 1.50.4 P.No. 25 ) |
| 10 | Providing and placing in position cold twisted steel and hot rolled deformed steel reinforcement for R.C.C. work i/c cutting, bending, binding etc. complete i/c cost of binding wire and wastage.(PHE USOR w.e.f.01.09. 2023 P.No. 261 Item No. 15.34.1)40x2.70 mtr. = 108 RM12x7.50 mtr = 90 RM12x2.00 mtr.= 24 RM20x1.00 mtr.= 20 RM Total 219 R/M242x0.617=149.314 Kg |
| 11 | Providing & fixing form work i/c centering and shuttering including strutting, propping etc. and removal of form work for Wall ( any thickness ) including attached pilasters, buttresses, plinth and string courses etc.(PHE USOR w.e.f. 01.09. 2023 P.No. 263 Item No. 15.51.2)8x1.80x2.50 = 36 sqm2x(1.80x1.80)-(1.10x0.80) = 4.72 sqm Total 40.72 Sqm |
| 12 | Providing & laying mechanically mixed R.C.C. excluding centering & shuttering and reinforcement in foundation/plinth (20mm graded metal) (i) 1:1.5:3 (M 20)( PHE USOR w.e.f. 01.09. 2023 P.No. 261 Item No. 15.32.1)4x1.80x2.50x0.15 = 2.701x(1.80x1.80)-(1.10x0.80)x0.15 = 0.354 Total 3.054 |
| 13 | Providing and laying mechanically mixed cement concrete with crushed stone aggregate excluding centering and shuttering (with 40mm nominal size graded stone aggregate) (a) In plinth and foundation (ii) 1:2:4 (M-15)( PHE USOR wef. 01.09.2023 It. No. 15.30.1.4 P.No. 260)for base concrete 1.80x1.80x0.15= 0.486 |
| 14 | Providing & fixing of ISI marked pre cast reinforced cement concrete manhole cover including frame and transporting at site, cost of all material etc. 600 x 900 mm size heavy duty( PHE USOR wef. 01.09.2023 It. No. 29.25.8 P.No. 377) |
| 15 | Filling available excavated earth in trenches, lead up to 50m and lift up to 1.5m in all kind of soil excluding watering and ramming.( PHE USOR wef. 01.09.2023 It. No. 15.12 P.No. 258) Please Enable Macros to View BoQ information |
