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| 1 | Demolition of cement concrete unreinforced in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and directed. |
| 2 | Demolition of reinforced cement concrete (reinforcement cut as required to facilitate demolition) not otherwise specifically provided for complete all as specified and directed. |
| 3 | Demolition of Brick masonry built in cement mortar and removing of debris off from the outside MOD land all as directed by Engineer-In-Charge. |
| 4 | Taking down cement plaster on brick or stone walls etc including racking out joints, hacking for key, scrubbing down with water etc complete all as specified and directed. |
| 5 | M&L for PCC 1:4:8 type D2 using (40mm graded crushed stone aggregate) in foundation filling and mass concrete etc complete all as specified and directed. . |
| 6 | Cleaning/clearing of sewage line upto 150mm dia mechanically by using suction (vaccum) machine from WC to manholes or from cleaning eyes including getting out sludge/ waste from manholes and well flushing after cleaning, removing sludge/ waste in closed container and removing outside MOD Land a (upto 1.5m depth from top of MH to bottom of pipe) etc complete all as specified and directed. |
| 7 | Cleaning/clearing of sewage line upto 200mm dia mechanically by using suction (vaccum) machine from WC to manholes or from cleaning eyes including getting out sludge/ waste from manholes and well flushing after cleaning, removing sludge/ waste in closed container and removing outside MOD Land a (upto 1.5m depth from top of MH to bottom of pipe) etc complete all as specified and directed. |
| 8 | Taking out existing of NT/ floor trap CI grating and cleaning of sludges/ slit from NT floor trap including roding CI/PVC pipe from NT/ floor trap to gully trap etc in position including removing sludge/ waste in closed container and reomoving outside MOD Landcomplete all as specified and directed. |
| 9 | Cleaning the blockage in IWC, EWC, including roding CI/PVC pipe after opening the oval asses door of CI/PVC bend CI/PVC branch piece (T) etc upto first MH and placing the OAD in position & removing sludge/ waste in closed container and reomoving outside MOD Land complete all as specified and directed |
| 10 | Taking out of gully trap cover and CI grating and cleaning of sludges/ silt from gully traps including rodings SGSW/ RCC pipe from gully trap to 1st manhole length n.exc 3.0m) and placing back CI grating/PCC cover etc in position including removing sludge/ waste in closed container and reomoving outside MOD Land complete all as specified and directed |
| 11 | Dewatering of septic tank/Soakage well, any size any depth, cleaning and taking out effluent water from septic tank by mechanical means as in foul conditions and confined places, filled in closed containers of capacity 5000 Litre each to the full capacity and disposed off outside MoD, authorised by Local Administration complete all as specified and directed.Note: Record of disposal of effluent water shall be maintained by the contractor in a pucca bound register. Entry for each trip disposing off the effluent water in container shall be made in the register and each shall be signed by the JE & Engineer-in-Charge. |
| 12 | Desilting of manhole complete by removing all scum, sludge, silt (both organic and inorganic nature) by mechanical means and disposal of sludge/ waste in closed container and removing outside MOD Land etc complete all as specified and directed. |
| 13 | Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains, cesspits, manholes, pier holes and NP2 pipes etc(not exceeding 1.5 m in width or 10 sqm on plan) and getting out in any kind of soil, 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 etc complete all as specified and directed. |
| 14 | Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains, cesspits, manholes, pier holes and NP2 pipes etc(not exceeding 1.5 m in width or 10 sqm on plan) and getting out in any kind of soil, including dressing of sides and ramming of bottoms, lift exc 1.50 mtr but n exc 3.00 mtr in depth and getting out in hard / dense soil complete all as specified and directed. |
| 15 | M&L for Brickwork with subclass ‘B’ bricks, old size,straight or curved on plan n exc 6m mean radius built in CM 1:4 etc complete all as specified and directed. |
| 16 | M&L for Brickwork with subclass ‘B’ bricks,old size, straight or curved on plan to any radius in half brick thick walls built in CM 1:4 etc complete all as specified and directed. |
| 17 | M&L for Brickwork with subclass ‘B’ bricks,old size, honeycomb brick walling straight or curved on plan n exc 6m mean radius built in CM 1:4 etc complete all as specified and directed. |
| 18 | M&L for PCC 1:3:6 type C-2 (using 40mm graded crushed stone aggregate) as in surface channel, drains, benching and finishing the surface even and smooth using extra cement including necessry use and waste of formwork complete all as specified and directed |
| 19 | M&L for PCC 1:2:4 type B-1 (using 20mm graded crushed stone aggregate) as in coping etc., including weathering, slightly rounded or chamfered and throating with necessary form works complete all as specified and directed |
| 20 | M&L for Rendering 15 mm thick in cement mortar 1:4 on other than fair faces of brick work or concrete surfaces finished even and fair without using extra cement as per manufacturer's instructions complete all as specified and as directed. |
| 21 | Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m and getting out in any kind of soil, etc complete all as specified and directed |
| 22 | Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift exc 1.50 mtr but n exc 3.00 mtr and getting out in any kind of soil, etc complete all as specified and directed |
| 23 | Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift exc 3.00 mtr but n exc 4.50 mtr and getting out in any kind of soil, etc complete all as specified and directed |
| 24 | Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift exc 4.50 mtr and getting out in any kind of soil, etc complete all as specified and directed |
| 25 | Returning filling in including spreading, levelling, watering and wall ramming in layer n exc not exc 25 cm, any kind of soil etc complete all as specified and directed |
| 26 | Removing excavated material exc. 1.50 km but n exc. 5 km and depositing where etc complete all as specified and directed |
| 27 | Demolition and breaking up drain pipes 150mm dia (glazed stone ware, AC or reinforced concrete) set and jointed in cement mortar, concrete bedding to drain pipes incl hunching to pipes complete all as specified and directed by Engineer-in-Charge. |
| 28 | Demolition and breaking up drain pipes 200mm dia (glazed stone ware, AC or reinforced concrete) set and jointed in cement mortar, concrete bedding to drain pipes incl hunching to pipes complete all as specified and directed by Engineer-in-Charge. |
| 29 | M&L for 150mm dia Reinforced concrete pipes, class NP2, laid and jointed with collars etc complete all as specified and directed. |
| 30 | M&L for 200mm dia Reinforced concrete pipes, class NP2, laid and jointed complete with collars laid in trenches and jointed as specified and directed by Engineer-in-Charge. |
| 31 | M&L for PCC 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) concrete bedding to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 150mm bore pipe complete all as specified and directed |
| 32 | M&L for PCC 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) concrete bedding to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 200mm dia pipe complete all as specified and directed |
| 33 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement including forms, moulds, mi- tred/stopped ends etc complete all as specified and directed. |
| 34 | M&L for precast reinforced cement concrete 1:2:4, type B-1 (using 20 mm graded stone aggregate) as in cover slab of manholes, Drain etc, set in cement mortar 1:4 complete all as specified and directed. |
| 35 | S&F Factory made Precast RCC Manhole cover, size (45cmx90cmxx7.5cm) and Min grade type B0 1:2:4 (using 12.5mm graded crushed stone aggregate) having lifting arrangement complete all as specified and directed. |
| 36 | M&L for mild steel TMT Bars 10mm dia and over cut to length bend to shape required including cranking bending spirally for column, hooking ends & binding with and including mild steel mild steel wire (annealed not less that 0.90 mm dia or securing with chip) complete all as specified and directed. |
| 37 | M&L for mild steel TMT Bars 6mm to 8mm dia and over cut to length bend to shape required including cranking bending spirally for column, hooking ends & binding with and including mild steel mild steel wire (annealed not less that 0.90 mm dia or securing with chip) complete all as specified and directed. |
| 38 | M&L for mild steel TMT Bars 10 mm dia round bars and over cut to length bend to shape required including cranking bending spirally for column, hooking ends & binding with and including mild steel mild steel wire (annealed not less that 0.90 mm dia or securing with chip) complete all as specified and directed. |
| 39 | M&L for RCC 1:2:4 (type B1 using 20mm graded aggregate) as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves, soakage well/septic tank slab etc like works complete all as specified and directed. |
| 40 | Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) complete all as specified and directed. |
| 41 | Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide complete all as specified and directed. |
| 42 | Supply only Broken brick coarse aggregate/bats exc. 63 mm size etc complete all as specified and directed. |
| 43 | Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching 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 150 mm bore pipes, complete all as specified and directed. |
| 44 | Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching 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 200 mm bore pipes, complete all as specified and directed. |
| 45 | S&F PVC(SWR) 110 mm bore pipe single socketed,in any length with rubber ring joints,laid or fixed to walls with Clips/hooks or in floors including taking down old pipes complete all as specified and directed by Engineer-in-Charge. |
| 46 | S&F PVC(SWR) 75 mm bore pipe single socketed,in any length with rubber ring joints,laid or fixed to walls with Clips/hooks or in floors including taking down old pipes etc complete all as specified and directed. |
| 47 | Taking down and Re-fixing only cast iron/AC/PVC soil, waste and vent pipes 100 mm dia in any length with or without ears with cement joints fixed in wall complete all as specified. |
| 48 | Taking down and Re-fixing only cast iron/AC/PVC soil, waste and vent pipes 75 mm dia in any length with or without ears with cement joints fixed in wall complete all as specified. |
| 49 | S&F PVC (SWR) bends any radious 110 mm dia etc complete all as specified and directed |
| 50 | S&F PVC (SWR) bends any radies 75 mm dia etc complete all as specified and directed |
| 51 | S&F PVC (SWR) junction single, (single T) equal or unequal with access door having bore size 110mm etc complete all as specified and directed |
| 52 | S&F PVC (SWR) junction single, (single T) equal or unequal with access door having bore size 75mm. etc complete all as specified and directed |
| 53 | S&F PVC (SWR) vent cowl 100 mm bore etc complete all as specified and directed |
| 54 | S&F PVC (SWR) vent cowl 75 mm bore etc complete all as specified and directed |
| 55 | Note : 1. For Srl item Nos (6 to 13) contractor /authorised reps shall collect the complaints recorded/entered in complaint register from Sub Div duly signed by JE everday. All complaints assigned shall be attended and resolved within same day otherwise Penal recovery @ Rs 500/- per day per complaint shall be recovered from contractor's payment 2. Contractor shall also provide list of labour appointed for daily complaints and also list of personnel to attend complaints in case of absence of regular labour.3. It will be the sole responsibility of the contractor/ authtorized reps to obtain the signature of users on complaint slip after completing the work. No payment shall be claimable on unsigned slips. M&L for disconnecting from the existing location cutting off worn out aluminium cable end and Supply, laying and testing in replacement cable XLPE Insulated ,screened, PVC bedded,galvanized steel strip or wire armoured,electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 35 sq mm 3.5 core including taking out existing cable of any size. Please Enable Macros to View BoQ information |
