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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 | Demolition of cement concrete (un-reinforced) in floors / pavings, (below or above ground level) and of any description and in any position not otherwise specifically provided for all as specified and directed by Engineer - in - Charge . |
| 6 | 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 |
| 7 | Demolition of cement concrete (reinforced) in roof slab ,manhole cover, floors (other than ground floor ), beams, staircase, landing,chajjas and similar suspepnded work all as specified and directed by Eng-in-Charge. |
| 8 | M&L for precast reinforced cement concrete (1:2:4) type B1 (using 20 mm graded crushed stone aggregate) as in cover slab of drain/manhole set in cm (1:6) complete all as specified & directed . ( Note : Cost of Form Work is deemed to be inclusive of unit rate quoted by the contractor & reinforcement shall be measured & paid Separately.) |
| 9 | M & L mild steel TMT bars 10mm dia or over cut to length bent to shape required including cranking, hooking ends and binding with MS wire (annealed) not less than 0.90mm dia all as in column, beam etc complete all as specified and directed by Engr in Charge.. |
| 10 | S&F TMT bars 6mm to 8mm dia, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips all as specified . |
| 11 | Demolition of brick work built in cement mortar including all quoins, arches, pillars etc . |
| 12 | M&L for Old size burnt clay Brickwork with sub class 'B' straight or curved on plan exc 6m mean radius built in cement mortar (1:6) complete all as specified and directed by Engineer-in-Charge. |
| 13 | Labour only for Brick work built in CM (1:6) with subclass 'B' bricks, straight or curved on plan exceeding 6m mean radius with Reusing the old bricks obtained |
| 14 | M&L Providing, cement concrete 1:2:4 type B1 in in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands,plinth courses, string courses,lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed including neccessary formwork. |
| 15 | 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. |
| 16 | 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 all as specified and directed by Engineer - in - Charge . |
| 17 | Demolition and breaking upto 150 mm bore drain pipes, salt glazed ware or AC pipe set in cement mortar and taking out from trenches and M &L DWCPE (Double wall corrougated pipe) pipe 150 dia (160 mm OD) complete laid in trenches 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 including Encasing up to horizontal dia of the pipe and the top portion over this finished in semicircular form give a uniform encasing for the top half of the pipe all as per SSR part I para 18.68.5 after they are laid and tested all is specified in IS 16098-2013 and specified and directed by Engineer -in - charge. |
| 18 | Demolition and breaking upto 200mm bore drain pipes, salt glazed ware or AC pipe set in cement mortar and taking out from trenches and M &L DWCPE (Double wall corrougated pipe) pipe 200 dia (210 mm OD) complete laid in trenches and jointed including testing alongwith necessary joining material tees/union/socket etc complete laid PCC bed 150mm thick PCC in 1:3:6 type C2 including Encasing up to horizontal dia of the pipe and the top portion over this finished in semicircular form give a uniform encasing for the top half of the pipe all as per SSR part I para 18.68.5 after they are laid and tested all is specified in IS 16098-2013 and specified and directed by Engineer -in - charge. |
| 19 | M&L for cement concrete (1:2:4) type B1 (using 20 mm graded crushed stone aggregate) as in surface channels and drains complete all as specified & directed |
| 20 | 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. |
| 21 | 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. |
| 22 | Removing the manhole cover (CI or RCC) for opening of septic tank of various capacities and taking out sludge / solid contents / night soil with manual labour or by mechnical pumping (at contractor's discretion) making it fully functional and cleaning the internal surfaces with water to the entire satisfaction of Engineer-in-Charge including removal of sludge / solid contents / night soil outside the defence land and refixing the manhole cover to its original position complete all as specified and directed by Engineer in Charge. |
| 23 | All as per item above but interceptiing chambers of size 1.5mx1.00m |
| 24 | Cleaning of existing sewage pipe line 200/150/100mm internal dia by rodding / manually as required at site from man holes and well flushing after cleaning including getting out sludge if any and liquid materials from connecting man holes, deposited in lines removing the solids and sludge to any distance place outside the defence land at their own cost and the cost of removal shall be included in this rate all as specified and directed by Engineer - in - Charge.Note : (i) The night soil and sediments including liquid removed form septic tank are to be taken away from the recpective vicinities on covered conveyance and disposed off out side defence area.(ii) Volume of septic tank will be worked out based on the depth excluding free board or actual depth of sludge, whichever is less. |
| 25 | Cleaning of blockage of bathroom / kitchen by cleaning the Nahani traps / gully traps of all the mud / sludge and getting out, washing thoroughly grating of trap, CI waste pipes by opening the cleaning eyes and depositing the sludge in a pit of suitable size at a distance not exceeding 50 metres from the gully trap and covering the same with the soil obtained from excavation of pit including all excavations and earthwork complete all as specified and as directed by Engineer-in-Charge. |
| 26 | Cleaning of blockage of WC Indian or European type by removing of all the mud / sludge and getting out, including cleaning of SGSW or CI pipe upto 1st manhole and depositing the sludge in a pit of suitable size at a distance not exceeding 50 metres from the gully trap and covering the same with the soil obtained from excavation of pit including all excavations complete all as specified and as directed by Engineer-in-Charge. |
| 27 | Dismantling of cast iron/PVC pipes jointed in cement mortar and taking out from trenches walls etc upto 110 mm bore all as specified and directed by Engineer - in - Charge . |
| 28 | S & F PVC(SWR) 110 mm bore Pipes single socketed in any length with pressure rating not less than 6kgf/sqcm ,rubber ring joints,laid in trenches or in floors all as specified and directed by Engineer - in - Charge. |
| 29 | S & F PVC(SWR) 75 mm bore Pipes single socketed in any length with pressure rating not less than 6kgf/sqcm rubber ring joints,laid in trenches or in floors all as specified and directed by Engineer - in - Charge. |
| 30 | S & F PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls 110mm bore |
| 31 | S & F PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls 75mm bore |
| 32 | S&F PVC (SWR)branch pieces single /double (equal or unequal) ordinary or inverted with parallel branches 110mm bore |
| 33 | Ditto all as above but 75 mm bore. |
| 34 | S&F PVC(SWR) bend ( any radius) dimenshing pieces or tappers ( large bore measured) 110mm bore |
| 35 | -ditto- all as above but 75 mm bore |
| 36 | S & F PVC(SWR) Vent cowls 110mm bore all as specified and directed by Engineer - in - Charge. |
| 37 | 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. |
| 38 | 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. |
| 39 | Demolition of cement concrete ( un re-inforced) of any description in ground floor and pavings Nexc15 cm thickness (below or above GL) Please Enable Macros to View BoQ information |
| 40 | Demolition of cement concrete ( un re-inforced) of any description in ground floor and pavings Nexc15 cm thickness (below or above GL) Please Enable Macros to View BoQ information |
