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| 1 | Excavation in foundation and trenches ( For pipes and pits ) up to all depths in all classification of earth work such as pick work ,jumper work ,saturated soil including bailing or pumping out water ,blasting soft/hard rock or chiseling soft/hard rock where blasting is prohibited in all lifts including trimming & dressing of sides, leveling of beds to correct grade i/c shoring /strutting ,planking ,timbering & dewatering wherever required ,stacking the usable & unusable material /soil separately & after laying ,jointing & testing of pipes ,returning the useable soil in trenches in 15 cm ,layers including consolidating of such deposited layer by ramming & watering & then deposing of all surplus excavated soil / unusable material as directed with in all leads and lifts including restoration of unmetalled surfaces to its original condition and including cost of diversion for traffic , night signals ,fixing caution boards ,crossing over trenches for access to houses ,fencing etc. complete in all respects with in all lead and lifts as per direction & satisfaction of Engineer - in - charge. |
| 2 | Laying, jointing & testing in trenches to be levelled to grades, BIS marked GI pipes conforming to BIS:1239 ( latest with up to date amendments ) of 80 mm dia ( Medium class PE ) duly flanged after every 5th pipe with intermediate butt welded joints including the cost of flanges, bends of required degree, tee/ short pieces made from parent tubes of different degrees cutting , welding & jointing with flanges conforming to table as specified below of BIS:6392 ( latest with up date ammendments ) two layers on both faces welded as per BIS:816 ( latest with up date ammendments ) with electrodes conforming to BIS 814 (latest with up date ammendments ) & provided with nuts & bolts BIS 1369 (latest with up date ammendments) of required sizes, 4 mm thick ( Champion make ) compressed asbestos fiber gasket or synthetic rubber gaskets conforming to BIS 2712 (latest with up date ammendments ) & approved specification as per site conditions including flushing, cleaning and hydraulic testing complete to respect with in all leads and lifts as per the direction and satisfaction of the Engineer-in-charge. (The earth work will be measured & paid for separatly) |
| 3 | 80mm dia (M) PE Flange Table-5 |
| 4 | Laying jointing and commissioning of HDPE (High denisty polythine pipes) of following diameter and class conforming to IS 4984-1995 with fusion welding process including all necessary fittings & bends in all leads and lifts to the entire satisfaction of Engineer-in-Charge (Earth work in trenches and paid for separatly) |
| 5 | 160mm dia HDPE pipe grade PE-80 PN4 |
| 6 | Providing and fixng of cast iron sluice valve of following dia ISI makred made kirlosker PN 1.00 conforming to IS 14846-2000 latest with up to date ammendements, both side flanged T-17 including cutting, welding gasket sheet 3mm thick champion make nuts, bolts complete in all respect with in all lead and lifts as per direction & staisfaction of Engineer-in-Charge. |
| 7 | 80mm dia |
| 8 | Providing and laying cement concrete 1:3:6(1: cement :3 sand :6 graded crushed stone agg. of 40mm. Nominal size) and curing complete excluding the cost of form work in foundation and plinth with in all leads & lifts as per direction & entire satisfaction of the Engineer - in- charge. |
| 9 | Providing form work with steel plates 3.15mm. thick welded with angle iron in frame 30x30x5mm. So as to give a fair finish including centering shuttering strutting and propping etc, with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4 mtrs. and removal of the same for insitu reinforced concrete and plain concrete work in :- |
| 10 | Vertical surface such as walls (any thickness) partition and the like including attached pillasters butteress plinth and string courses and the like with in all leads and lifts as per the direction and satisfaction of the Engineer-in-charge. |
| 11 | Providing and laying cement concrete 1:2:4(1: cement :2 sand :4 graded crushed stone agg. of 20mm. Nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in :- |
| 12 | Foundation footing bases of column and the like mass concrete with in all leads and lifts as per the direction and entire satisfaction of the Engineer-in-charge. |
| 13 | wall any thickness but not less than 0.10 mtr. Thickness including attached pilasters buttersses, plinth and string courses etc, from top of foundation upto floor two level complete in all respect with in all leads and lift as per direction & entire satisfaction of the Engineer-in-charges. |
| 14 | Providing tor steel reinforcement for RCC work including bending, binding and placing in position complete upto floor two level with in all leads & lifts as per direction & entire satisfaction of the Engineer - in- charge. |
| 15 | Finishing wall with water proofing cement paint or approved brand and manufacture and of required shade on undecorated wall surfaces (two coats) to give an even shade after thoroughly brushing the surface to remove all dirt dust and removing of loose material within all leads and lifts as per direction of the Engineer-in-charge. Please Enable Macros to View BoQ information |
