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| 1 | Earth work in excavation in all kind of soil by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil within a lead of 50 m complete all as speified and as directed. |
| 2 | Supply , Fixing in repair and testing for providing ,lowering , laying and testing HDPE DWC (SN 8) pipe of 150mm internal bore as per IS-16098 of 2013, laid in trench and jointed with and including elastomeric sealing 'O' ring complete all as per manufacturer's instructions , complete all as speified and as directed.Note:- Excavation , earth work, returning filling , removal ,bedding and pedestal / anchorage if required shall be measured and paid separately under appropriate item of BOQ/ Sch 'A'. |
| 3 | Supply , Fixing in repair and testing for providing ,lowering , laying and testing HDPE DWC (SN 8) pipe of 200mm internal bore as per IS-16098 of 2013, laid in trench and jointed with and including elastomeric sealing 'O' ring complete all as per manufacturer's instructions , complete all as speified and as directed.Note:- Excavation , earth work, returning filling , removal ,bedding and pedestal / anchorage if required shall be measured and paid separately under appropriate item of BOQ/ Sch 'A'. |
| 4 | Supply , Fixing in repair and testing for providing ,lowering , laying and testing HDPE DWC (SN 8) pipe of 300mm internal bore as per IS-16098 of 2013, laid in trench and jointed with and including elastomeric sealing 'O' ring complete all as per manufacturer's instructions , complete all as speified and as directed.Note:- Excavation , earth work, returning filling , removal ,bedding and pedestal / anchorage if required shall be measured and paid separately under appropriate item of BOQ/ Sch 'A'. |
| 5 | Material and labour for PCC (1:3:6) type C-2 using 40 mm graded stone aggregates as in concrete bed for HDPE DWC pipes of 150 mm bore, laid to required slope including packing under and haunching against the sides of pipes after they are laid and tested including form work complete all as specified and as directed . Note :- (i) Thickness of concrete bed below the barrel of pipe shall be 10 cm. (ii) Width of concrete bed shall be outer diameter of drain pipes (not of sockets / collar) plus 30cm.(iii) Excavation , earth work , returning filling shall be measured and paid seperately under appropriate items of schedule 'A' BoQ. |
| 6 | Material and labour for PCC (1:3:6) type C-2 using 40 mm graded stone aggregates as in concrete bed for HDPE DWC pipes of 200 mm bore, laid to required slope including packing under and haunching against the sides of pipes after they are laid and tested including form work complete all as specified and as directed.Note :- (i) Thickness of concrete bed below the barrel of pipe shall be 15 cm. (ii) Width of concrete bed shall be outer diameter of drain pipes (not of sockets / collar) plus 30cm.(iii) Excavation , earth work , returning filling shall be measured and paid seperately under appropriate items of schedule 'A' BoQ. |
| 7 | Material and labour for PCC (1:3:6) type C-2 using 40 mm graded stone aggregates as in concrete bed for HDPE DWC pipes of 300 mm bore, laid to required slope including packing under and haunching against the sides of pipes after they are laid and tested including form work complete all as specified and as directed. Note :- (i) Thickness of concrete bed below the barrel of pipe shall be 15 cm. (ii) Width of concrete bed shall be outer diameter of drain pipes (not of sockets / collar) plus 30cm.(iii) Excavation , earth work , returning filling shall be measured and paid seperately under appropriate items of schedule 'A' BoQ. |
| 8 | Material and labour for Cutting into existing manhole for connecting new drain, making good to pipe and rendering cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in PCC 1:2:4 type B1, smooth finished and reforming benching as required for internal pipe of dia 150 mm complete all as specified and as directed. |
| 9 | Material and labour for Cutting into existing manhole for connecting new drain, making good to pipe and rendering cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in PCC 1:2:4 type B1, smooth finished and reforming benching as required for internal pipe of dia 200 mm complete all as specified and as directed. |
| 10 | Material and labour for Cutting into existing manhole for connecting new drain, making good to pipe and rendering cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in PCC 1:2:4 type B1, smooth finished and reforming benching as required for internal pipe of dia 300 mm complete all as specified and as directed. |
| 11 | Returning, filling in including spreading, leveling watering and well ramming in layers n. exc 25 cm in soft/loose soil & Hard dense soil complete all as specified and as directed. |
| 12 | Supply , fixing and Testing 110 mm bore of pipe PVC (SWR) type B ring fit pipes single socket in any length laid in trench as shown in BTD Drg No. 916 sheet 1/4 to 4/4 and BTD-917 sheet sheet 1/1 complete all as specified and as directed.Note: Excavation and earth work shall be measured and paid seperately under appropriate items of Schedule 'A' BoQ. |
| 13 | Supply , fixing and Testing 110 mm bore, PVC (SWR) Type -B Bends (any radius), complete all as specified and as directed. |
| 14 | Supply , fixing and Testing PVC Gully trap (IP) of Polyethylene Material (PE) , Square type of 110 mm size socket type (SPG) with and including cover complete all as per manufacturer's instructions and complete all as specified and directed. |
| 15 | Supply , fixing and Testing PVC Manhole of Polyethylene Material (PE) , Manhole Base of size 1000 mm dia with and including 3 Nos. inlet and 3 Nos. outlet of required size complete all as per manufacturer's instructions and complete all as specified and directed. |
| 16 | Supply , fixing and Testing PVC Manhole shaft pipe of Polyethylene Material (PE) 600 mm long to maintain the requried height of manhole as per ground requirement of manhole size 1000 mm fixing / sealed with 'O' rings complete all as per manufacturer's instructions and complete all as specified and directed. |
| 17 | Supply , fixing and Testing PVC Manhole shaft pipe of Polyethylene Material (PE) 150 mm long to maintain the requried height of manhole as per ground requirement of manhole size 1000 mm fixing / sealed with 'O' rings complete all as per manufacturer's instructions and complete all as specified and directed. |
| 18 | Supply , fixing and Testing PVC Manhole Cone of Polyethylene Material (PE) , Single piece manhole of size 1000 mm x 600mm with 630 Inv , Socket Type 'S' fixed / sealed with Rubber seal complete all as per manufacturer's instructions and complete all as specified and directed. |
| 19 | Supply and fixing PFRC (Polymer Fibre Reinforced Concrete) cover 600mm diameter having load carring capacity 20 Ton, including RCC frame, fixed in cement concrete (1:2:4) etc complete all as specified and directed. |
| 20 | Excavating in trenches manually, n exc 1.5m wide and n exc 1.5m in depth; for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10sq m on plan and n exc 1.5m in depth and getting out in soft and loose soil complete all as specified and directed. |
| 21 | Excavating in trenches manually, n exc 1.5m wide and n exc 1.5m in depth; for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10sq m on plan and n exc 3.0m in depth and getting out in soft and loose soil complete all as specified and directed. |
| 22 | M & L for 150 mm thick (spread thickness) solling or sub base with broken boulders or quattied stone of size 100mm to 50mm deposite spread levelled in one layer, interstices filled, surface formed and rolled and consolidated to required gradient and camber with 8 to 12 tonne power roller complete all as specified and as directed. |
| 23 | M & L for 150mm thick (compacted thickness ) WBM except material (75mm thick Each layer) stone, sand stone flin t or guartzite of grading II randing from 63mm to 40mm, hollows blinded with and including screening with moorum, watered. consolidated each layer separately to the required graidient and camber with 8 to 12 tonne power roller complete all as specified and as directed. |
| 24 | M & L for cement concrete type D-2, 1:4:8 (40mm graded stone aggregate) as in sub floors, add rough and ready to receive further finish complete all as specified and as directed. |
| 25 | M & L for 25mm thick sand filling under interlocking tiles including watering and consolidation complete all as specified and as directed.Note:- Sand shall be approved by GE before incorporation in the work |
| 26 | M&L 80mm thick machine pressed precast concrete inter-locking tiles M--35 grade any shape , size, colour/pattern( approved by GE) over and including 25 mm thick sand bed/cushioning, complete all as specified and as directed. |
| 27 | M & L for brick work with sub class 'B' brick straight or corved on plan exceeding 6m mean redius built in cement mortar 1:6 complete all as specified and as directed. |
| 28 | M & L for Rendering 15mm thick in cement mortar 1:6 on wall surfaces of brick work or concrete surfaces and finishing the surface even & smooth without using extra cement, etc complete all as per specified and as directed. |
| 29 | Providing, precast cement concrete type B-1 1:2:4 (20mm graded aggregate) as in manholes covers (of any section indicated), with plain fair faces, including chamfers weatherings, throating etc. and setting in mortar complete with joins to match complete all as specified and as directed. |
| 30 | M&L for TMT bars 10mm dia and over, cut to length, bent to shape required including cracking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. |
| 31 | M&L half brick work in cement mortar (1:4) with sub class 'B' bricks, straight or curved on plan exceeding 6 mtr mean radius etc; complete all as specified and directed. |
| 32 | Removing excavated soils to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed. |
| 33 | M & L for plain cement concrete 1:2:4, type B-1 (using 20mm graded stone aggregate) as in cills, lintels upto 1.5 meter clear span, step, seismic and other similar board, plinth course, string courses, lacing courses, parapets and railing upto 60cm in height, coping, kneelers, appx stone, bed plates, kerbs etc and in similar works including weathering, slightly rounded or chamfered angles and throating and necessary from work complete all as per specified and as directed. Please Enable Macros to View BoQ information |
