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| 1 | Excavating in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth, for foundations etc or manholes, cesspits, pipes and cables etc. not exc 10 Sqm on plan and getting out in soft / loose soil all as specified and directed by Engineer - in - Charge. |
| 2 | All as per Srl item No. 01 here in before but exceeding 1.5m and not exceeding 3m in depth all as specified and directed by Engineer - in – Charge. |
| 3 | Returning, filling in, including spreading, levelling, watering and well ramming in layers of soft / loose soil not exceeding 25cm thick all as specified and directed by Engineer - in - Charge. |
| 4 | Removal of excavated material to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point all as specified and directed by Engineer - in - Charge. |
| 5 | M&L Cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate as in foundation, filling and mass concrete all as specified and directed by Engineer - in - Charge. |
| 6 | M&L precast RCC 1:2:4 type B1 as in landings, cover slab,chajjas etc.and similar articles with plain faces set in CM 1:6 including necessary formwork all as specified and directed. |
| 7 | S&F TMT bars 10mm dia and over, cut to length, bent to shape required,including binding with mild steel wire (annealed) not less than 0.9mm dia.all as specified and directed. |
| 8 | Taking down cement plaster/ terrazo finish on brick wall including racking out joints, hacking for keys scrubbing down with water all as specified and directed by Engineer - in - Charge. |
| 9 | M & L rendering 15mm thick on fair faces of brick work or concrete surfaces in CM 1:4 finished even & smooth without using extra cement and mixed with WPC to be measured seperately all as specified and directed by Engineer - in - Charge . |
| 10 | Supply only Liquid water Proofing Compound (WPC) all as specified and directed. |
| 11 | Demolition of brick work built in cement mortar all as specified and directed by Engineer - in - Charge. |
| 12 | M&L Brick work with sub class 'B' old size burnt bricks, straight or curved on plan exceeding 6 mtr mean radius built in CM 1:6 all as specified and directed by Engineer - in - Charge . |
| 13 | Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benches for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, and reforming benching as required for 150mm internal dia for pipe all as specified and directed by Engineer - in - Charge. |
| 14 | Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benches for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, and reforming benching as required for 200mm internal dia for pipe all as specified and directed by Engineer - in - Charge. |
| 15 | Demolition and breaking upto 150mm bore drain pipes (salt glazed ware, AC or reinforced pipe) set in cement mortar and taking out from trenches and M & L DWCPE (Double wall corrugated Pipe) pipe 150mm dia (160 mm OD) complete laid in trences including earthwork ,removal and return filling and jointed including testing alongwith necessary joining material tees/ union/socket etc complete laid PCC bed 100mm thick PCC in 1:3:6 type C2 of avg depth 0.60m to 1.65 m depth including packing under and haunching against the side of pipes after they are laid and tested all is specified in IS 16098-2013 and as specified and directed by Engineer-in–charge. |
| 16 | Demolition and breaking up 200mm bore drain pipes (salt glazed ware, AC or reinforced pipe) set in cement mortar and taking out from trenches and M & L DWCPE (Double wall corrugated Pipe) pipe 200mm dia ( 210 mm OD) complete laid in trences including earthwork ,removal and return filling and jointed including testing alongwith necessary joining material tees/ union/socket etc complete laid on PCC bed 150mm thick PCC in 1:3:6 type C2 of avg depth 0.90m to 1.65 m depth including packing under and haunching against the side of pipes after they are laid and tested all is specified in IS 16098-2013 and as specified and directed by Engineer-in-charge. |
| 17 | Taking down eves and gutter and rain water of any size all as specified . |
| 18 | Dismantling of cast iron pipes jointed in cement mortar and taking out from trenches / floors/ walls etc.100 mm bore all as specified and directed . |
| 19 | Dismantling of cast iron pipes jointed in cement mortar and taking out from trenches / floors / walls etc.75 mm bore all as specified and directed . |
| 20 | Supply & fixing 100mm bore UPVC (SWR) pipes including necessary fittings like band ,tee,coupler,floor trap etc. single socketed (pressure rating not less than 6kg/sqcm) in any length with rubber ring joints for drain or rain water fixed along walls with and including PVC clamps and laid in trenches or in floors complete all as specified and as directed by Engineer-in- charge. |
| 21 | Supply & fixing 75mm bore UPVC (SWR) pipes including necessary fittings like band ,tee,coupler,floor trap etc. single socketed (pressure rating not less than 6kg/sqcm) in any length with rubber ring joints for drain or rain water fixed along walls with and including PVC clamps and laid in trenches or in floors complete all as specified and as directed by Engineer-in- charge. |
| 22 | S&F for Pipe Supporting Clamping - Single Pipe of dia 110 mm (4\\") down take pipe fixing done with Clamping System consists of Profile Bracket + Continuous Slotted C Channel + U Bolt Rubber Sleeve mounted System running vertically with wall distance 75 mm (3\\"): Pipe Support Clamping made of : 1. Profile Bracket having Wall Distance 75 mm (3\\") made of Low Carbon Hot Roll Gauge Corrected Oil Pickled and Drawn (HROP D) Steel (IS 1079); material size 32 mm x 3 mm with ribs and notch are Hot Dip Galvanzied + Zn Al Flake coated having Salt Spray Test (Test method - ASTM B-117-2019) result 2000 hrs with SS304 Hex Flange Bolt with Serration 5/16 x 3/4 (A/F 13mm) as per DIN 6921and SS304 Hex Flange Nut BSW 5/16 x 18 x 8 x 13 with Serration as per DIN 6923. 2. Continuous Slotted \\"C\\" Channel with ribs to be used of size 250 mm (10\\") made of Low Carbon Hot Roll Gauge Corrected Oil Pickled and Drawn (HROP D) Steel (IS 1079) are Hot Dip Galvanzied + Zn Al Flake coated with material thickness of 3mm. 3. U bolt Rubber Sleeve mounted are made of low carbon mild steel with Rod diameter 7 mm approx.; Zn Al Flake coated with noise absorbing semi transparent ribbed silicon rubber sleeve; with Hex Flange Nut BSW 5/16 x 18 x 8 x 13 with Serration set as per DIN 6923 - Zn Al Flake coated. Hotdip Galvanizing: As per IS 2629 (1985) - 610 grams/m2 (> 85 microns). Material Grade : IS 1079 used as per MTC confirms to EN 10204 3.1. Material Qty. for one unit : 1. Profile Bracket Wall distance 75 mm (3\\") - 2 Nos. 2. Continuous Slotted C Channel of Size 250 mm (10\\") - 1 No.; 3. U Bolt Rubber sleeve mounted for 110 mm (4\\") CI or PVC Pipe Dia. - 1 No.; and 4. Fixing Nail Zn coated of thickness 6.5 mm and length 63 mm (2 1/2\\") - 4 nos. Fixing Details: Pipe Support Clamping Unit to be fixed at every metre distance in the duct as specified in Chief Engineer Bathinda Zone Technical Drawing (TD) of Factory Made Pipe Supporting System : DRG NO.- BTD-916. Make: Shaivi or equivalent as approved by GE. |
| 23 | S&F for Pipe Supporting Clamping - Single Pipe of dia 75 mm (3\\") down take pipe fixing done with Clamping System consists of Profile Bracket + Continuous Slotted C Channel + U Bolt Rubber Sleeve mounted System running vertically with wall distance 75 mm (3\\"): Pipe Support Clamping made of : 1. Profile Bracket having Wall Distance 75 mm (3\\") made of Low Carbon Hot Roll Gauge Corrected Oil Pickled and Drawn (HROP D) Steel (IS 1079); material size 32 mm x 3 mm with ribs and notch are Hot Dip Galvanzied + Zn Al Flake coated having Salt Spray Test (Test method - ASTM B-117-2019) result 2000 hrs with SS304 Hex Flange Bolt with Serration 5/16 x 3/4 (A/F 13mm) as per DIN 6921and SS304 Hex Flange Nut BSW 5/16 x 18 x 8 x 13 with Serration as per DIN 6923. 2. Continuous Slotted \\"C\\" Channel with ribs to be used of size 250 mm (10\\") made of Low Carbon Hot Roll Gauge Corrected Oil Pickled and Drawn (HROP D) Steel (IS 1079) are Hot Dip Galvanzied + Zn Al Flake coated with material thickness of 3mm. 3. U bolt Rubber Sleeve mounted are made of low carbon mild steel with Rod diameter 7 mm approx.; Zn Al Flake coated with noise absorbing semi transparent ribbed silicon rubber sleeve; with Hex Flange Nut BSW 5/16 x 18 x 8 x 13 with Serration set as per DIN 6923 - Zn Al Flake coated. Hotdip Galvanizing: As per IS 2629 (1985) - 610 grams/m2 (> 85 microns). Material Grade : IS 1079 used as per MTC confirms to EN 10204 3.1. Material Qty. for one unit : 1. Profile Bracket Wall distance 75 mm (3\\") - 2 Nos. 2. Continuous Slotted C Channel of Size 250 mm (10\\") - 1 No.; 3. U Bolt Rubber Sleeve mounted for 75 mm (3\\") CI or PVC Pipe Dia. - 1 No.; and 4. Fixing Nail Zn coated of thickness 6.5 mm and length 63 mm (2 1/2\\") - 4 nos. Fixing Details: Pipe Support Clamping Unit to be fixed at every metre distance in the duct as specified in Chief Engineer Bathinda Zone Technical Drawing (TD) of Factory Made Pipe Supporting System : DRG NO.- BTD-916. Make: Shaivi or equivalent as approved by GE. |
| 24 | Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), remving serviceable tiles to stores and and rubbish off the permises. |
| 25 | M&L Non skid ceramic coloured /printed tiles 7 to 8 mm thick( square /rectangular) area of each tile exc. 0.11 sqm but n. exc, 0.18 sqm and shall be jointed in neat cement slurry and pointed in paste pigmented to tile shade over and incl 15 mm th screed bed in CM 1:6 complete all as specified and directed. |
| 26 | Demolition of cement concrete (un re-inforced) of any description in ground floor and pavings n exc15 cm thickness (below or above GL) |
| 27 | M & L cement concrete (1:2:4) type B-1 using 20mm graded stone aggregate as in lintels up to 1.5 m clear span, seismic and other similar bands, benching, coping, bed blocks, apex stones and kerbs etc including use of necessary form work all as specified and directed. |
| 28 | Disconnecting existing tank setting aside or lowering if required for repairs, cleaning etc and hoisting if required reconnecting and refixing in position with all fitting (cleaning measured separately), exc 250 Ltrs and n.exc. 500 Ltrs capacity. |
| 29 | Disconnecting existing tank setting aside or lowering if required for repairs, cleaning etc and hoisting if required reconnecting and refixing in position with all fittings (cleaning measured separately), exc 500 Ltrs and n.exc.1000 Ltrs capacity. Please Enable Macros to View BoQ information |
| 30 | Disconnecting existing tank setting aside or lowering if required for repairs, cleaning etc and hoisting if required reconnecting and refixing in position with all fittings (cleaning measured separately), exc 500 Ltrs and n.exc.1000 Ltrs capacity. Please Enable Macros to View BoQ information |
