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| 1 | M&L for Brick work with sub class 'B' bricks straight or curved on plan exceeding 6m mean radius, built in cement mortar 1:4, including demolition of brick work or stone masonary buiilt in CM, complete all as specifed and directed. |
| 2 | M&L for 15mm thick plaster on fair faces of brick work or concrete surfaces, mixed WPC @3% of weight of cement in CM 1:4, complete all as specified and directed.Note :- Water Proofing compound shall be measured and paid separately under appropriate Item. |
| 3 | Supply only integrated water proofing compound @ 3% weight of cement or as per manufacturer instruction, complete all as specified and directed. |
| 4 | M&L Pre-cast reinforced cement concrete 1:2:4 type B1 using 20mm graded crushed stone aggregate as in drain cover, manhole covers etc including necessary form work including demolition of RCC concrete of any description and any position, complete all as specified and directed. |
| 5 | M&L for Mild steel TMT bars 8mm dia and over cut to length bent to shape required including cranking bending spirally for hooping for columns hooking ends and binding with MS wire (annealed) not less than 0.9mm dia, complete all as specified and directed. |
| 6 | M&L for Framed work such as in angle iron frames for manhole covers and similar work confirming to Fe 290 grade E-165, complete all as specified and as directed. |
| 7 | M&L for Mild steel round bars 10mm dia as in handles for manhole cover, complete all as specified and directed. |
| 8 | Dismantling wrought iron or mild steel work of any description not other wise provided, Complete all as specified and directed. |
| 9 | M&L cutting into existing manholes for moving existing branch drain internal bore ) making good to walling and rendering, cutting out existing benching for and for and forming branch channel (1/2 round or ¾ section) in cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate smooth finished and reforming benching as required, complete all as specified and directed. |
| 10 | Excavation in trenches not exceeding 1.50m wide and not exceeding 1.50m in depth for fdn for shafts, cills, cesspits, manhole pier holes n.exc 10Sqm on plan and getting out in hard/dence soil, complete all as specified and directed. |
| 11 | Excavation in trenches not exceeding 1.50m wide , exc 1.5 m and not exceeding 3m in depth for fdn for shafts, cills, cesspits, manhole pier holes n.exc 10Sqm on plan and getting out in hard/dense soil, complete all as specified and directed. |
| 12 | M&L for Plain cement concrete 1:3:6, type C-2 using 40 mm graded crushed stone aggregate stone aggregates as in foundations, filling and mass concrete, complete all as specified and directed. |
| 13 | Returning filling in including spreading leveling, watering and well ramming in layers n.exc 25cm thick in hard / dence soil, complete all as specified and directed. |
| 14 | Removing of excavated soil to a distance n.exc 50m and depositing where directed by the Engr-in-Charge at a level n.exc 1.50m above the starting point complete all as directed. |
| 15 | M&L for Plain cement concrete 1:2:4 type B1, using 20mm graded stone aggregate as in coping etc including weathering, slightly rounded or chamfered angle and throating, complete all as specified and directed. |
| 16 | M&L for cutting of road as required (approx 9.25m each length) for laying RCC pipe line including repair/make good with filling of earth, boulders, WBM, BM etc. with top surface finished with 30mm thick ready mixed patch filter, complete all as specified and directed. |
| 17 | Demolition and breaking up of 150 mm dia SGSW/RCC sewage/ drain pipe with bed concrete set in cement mortar including removing debries out side MD land, complete all as specified and directed. |
| 18 | S&F PVC (SWR) 150mm bore (dia) 6 kg/Sqcm Soil, Waste and Ventilating Pipe, single socketed, in any length with PVC Joints, with or without Ears, laid in Floors, complete all as specified and directed. |
| 19 | S&F 150 mm dia reinforced concrete pipes, class NP2 with collar per length of pipe laid in trenches, complete all specified and directed. |
| 20 | M&L for plain cement concrete 1:3:6 type C-2 using 40mm graded crushed stone aggregate as in concrete bed to drain pipes 150mm internal bore including packing under and hunching against the sides of pipes after they are laid and tested, complete all as specified and directed. |
| 21 | Demolition and breaking up of 200 mm dia SGSW/RCC drain pipewith bed concrete set in cement mortar including removing debries out side MD land, complete all as specified and directed. |
| 22 | S&F 200 mm dia reinforced concrete pipes, class NP2 with collar per length of pipe laid in trenches, complete all specified and directed. |
| 23 | M&L for plain cement concrete 1:3:6 type C-2 using 40mm graded crushed stone aggregate as in concrete bed to drain pipes 200mm internal bore including packing under and hunching against the sides of pipes after they are laid and tested, complete all as specified and directed. |
| 24 | Demolition and breaking up of 300 mm dia SGSW/RCC drain pipewith bed concrete set in cement mortar including removing debries out side MD land, complete all as specified and directed. |
| 25 | S&F 300 mm dia reinforced concrete pipes, class NP2 with collar per length of pipe laid in trenches, complete all specified and directed. |
| 26 | M&L for plain cement concrete 1:3:6 type C-2 using 40mm graded stone aggregate as in concrete bed to drain pipes 300mm internal bore including packing under and hunching against the sides of pipes after they are laid and tested, complete all as specified and directed. |
| 27 | S&F PVC (SWR) 110mm bore (dia) Soil, Waste and Ventilating Pipe, single socketed, in any length with PVC Joints, with or without Ears, fixed to Walls/floor, including taking down old unsv pipes and fittings, complete all as specified and directed. |
| 28 | S&F PVC (SWR) 75mm bore (dia) Soil, Waste and Ventilating Pipe, single socketed, in any length with PVC Joints, with or without Ears, fixed to Walls/floor, including taking down old unsv pipes and fittings complete all as specified and directed. |
| 29 | S&F PVC (SWR) Bends (any radius), Diminishing Pieces or Tapers (larger bore measured) Fittings for PVC (SWR) Pipe 75mm bore (dia), jointing with Solvent Cement and fixed, complete all as specified and directed. |
| 30 | S&F PVC (SWR) Bends (any radius), Diminishing Pieces or Tapers (larger bore measured) Fittings for PVC (SWR) Pipe 110mm bore (dia), jointing with Solvent Cement and fixed, complete all as specified and directed. |
| 31 | M&L for cleaning of manholes of various depth as follows including taking off manholes covers and re-fixing the same after cleaning dewatering and desludging manually or mechanically removing the waste materials and sludge to a distance n.exc 50m and depositing where directed at site in borrow pits, complete all as specified anddirected.Note:- The rates included labour for earth work/excavation and removal of surplus soil to a distance not exceeding 50 metres. |
| 32 | Manholes not exceeding 1.5m deep and of any size (length and width) |
| 33 | Manholes exceeding 1.5m deep and of any size (length and width) |
| 34 | M&L for cleaning of drain pipes of SGSW/RCC of any dia (internal bore) including manholes channels by rodding manually or mechanically from cleaning (the rate include for taking off manhole cover re-fixing the same after cleaning/removing the waste waste materials and sludge to a distance near by suitabledistance as directed and depositing in the borrow pits as directed at site . (The rates also included labour for earth work/excavation and removal of surplus spoil for borrow pits), complete all as specified and directed. |
| 35 | M&L for cleaning of septic tanks as follows by disludging inlet chambers, removing the waste materials by manually or mechanically (contaminated water and sludge/solid waste) and sludge to a distance to near by suitable distance as directed and depositing in the borrow pits as directed at site (During the cleaning measurement of Qty of contaminated water and solid waste/sludge in the percentages of 60% and 40 % respectively and paid separately in individual item), complete all as specified and directed.Note:- The rates included labour for earth work/excavation and removal of surplus soil from pits to a distance n.exc 50 metres. |
| 36 | 25 users |
| 37 | 25 to 75 users |
| 38 | 75 to 150 users |
| 39 | 150 users and above |
| 40 | M&L for preparation of new or previously untreated steel surface of any description not otherwise described over 10 cm width or girth and apply two coat of synthetic enamel paint over a coat of red oxide primer, complete all as specified and directed |
| 41 | S & F 150 mm (when open) width of recess between flenges parliamemtary hinges mild steel cold rolled, complete all as specified and directed |
| 42 | S & F rolled mild steel in chequered plates, channels/ square cut or notched (ordinary and counter sunk) forming holes with riveted/welded attachment confirming to Fe-410 W grade E-250 Quality A, complete all as specified and directed. |
| 43 | Cleaning of blockage of Indian or European type water closet including blockage of Nahani trap or floor trap or gully trap of any size type upto the Ist manhole (blockage of any type took place at IWC or EWC, blockages of kitchen trap, bathroom, wash hand basin trap due to stuck of any substance or material due to any other reasons to the entire satisfaction of users/ Occupants manually or with using pumping device or any other suitable method or mechanically and getting the signature of the users on complaint slip for Zone 'A' area at BB CanttNotes:-1. Contractor has to depute minimum four or more numbers of Safaiwala's to carryout day to day blockage complaints, slip shall be collected from the Complaint cell of AGE B/R-I.Contractor also depute two person for honey sucker operating and cleaning when requirement .(Time of 04 x safaiwala-0900hrs to 1700hrs).2. Contractor has to make sure that the blockage complaints so received shall be completed within the 24 hours from the time of receipt and for any delay in completion of the particular complaint a penalty of rupees One hundread fifty (Rs 150/-) shall be recovered from the dues of contractor for delay in completion of complaint per day per complaint.(Indl Shi |
| 44 | 3. Contractor has to make sure that upon requirement by the sub-division, the contractor has to depute the same four or more Safaiwala's for cleaning of MES Honey sucker after use of the equipment at GE 864 MT area.4.The payment shall be made to employees/safaiwala on or before 7th day of every calender Month. Payment to the employee shall be done by crossed ECs/NEFT through Aadhar linked bank account only and shall not be less than minium fare wages as per minimum Wages Act.5. Contractor has to submit proof of payment and proof of EPF subscrption made by him alonghwith RAR/Final Bill. 6.Contractor shall quote the rate considering employees monthly leave,relever etc as per labour law and nothing extra will paid on this account. 7.The rate quoted shall be inclusive of suitable reliever of manpower engaged by contractor. |
| 45 | Demolition of cement concrete (unreinforced) in ground floors and paving not exceeding 15 CM thickness (below or above ground level),complete all as specified and directed |
| 46 | M&L for plain cement concrete 1:4:8 type D2-2 using 40 mm graded crushed stone aggregate, 75 mm thick, as in sub base of floor etc, finished the surface even and smooth without using extra cement, complete all as specified and as directed |
| 47 | M&L for Glazed coloured chequered cement concrete tiles with PU moulded glossy finished of size 30 cm x 30cm x 22mm thick, set, jointed and pointed in near cement slurry (with grey cement and pigment) as in floors laid over and including 15mm thick screed bed or bedding layer in CM 1:4, complete all as specified and directed. |
| 48 | Providing and laying 60 mm thik factory made chamfered edge cement concrete pavor block of M-35 grade with approved colour, design and pattern as in foot path,parks ,lawns,drive ways or light traffic parking etc of required strength ,thickness size/ shapes , made by table vibratory method using PU mpuld, laid in required colour and pattern or and including 50 mm thick compacted bed of fine sand, compacting and proper embedding /laying of interlocking pavor blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joint with sand and cutting of pavor blocks as per required size and pattern ,finisheing and sweeping extra sand etc., complete all as specified and directed. |
| 49 | Providing and laying at or ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointted with cement mortar 1:3 (1 cement : 3coarce sand), including making joints with or without grooves (thickness of joints except at ssssharp curve shall not to more than 5 mm), including making drainage opening wherever required, complete all as specified and directed. |
| 50 | M&L for 15mm thick plaster on fair faces of brick work or concrete surfaces in CM 1:4 incl taking down existing plastering, complete all as specified and directed. |
| 51 | M&L for raising/lowering the height of existing manhole to required lower and S & F Precast square shape frame and round cover of 600 mm to 750 mm Dia, 75 mm thick of M-40 grade (Heavy duty )of loading bearing capacity 20 Ton , Surface finished with Anti skid pattern. including demolition of RCC concrete of any description and any position complete all as specified and directed. |
| 52 | Notes :-An amount of Rs.58,820.00 on account of Credit Schedule for Schedule 'A' Part-II shall be deducted from total quoted amount of BOQ to arrive at the contract sum. Please Enable Macros to View BoQ information |
