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| 1 | BOQ ( Sch 'A') B/R itemsCleaning/removing blockage of urinal, bath or kitchen, gully trap, wash basin, floor trap, Indian WC/EWC including cleaning floor trap and removing blockage of pipes upto 1st manholes including necessary T&P required and finally washing with clean water & disposing of sludge/waste in covered tank outside defence land complete all as specified and directed. NOTE:- The contractor or his authorised rep shall attend day to day compllaints related to sewage and drainage woriks during working hours at 9AM and shall report back at every evening at 5PM on daily basis after satisfactory completion of work. Rs 125/- per complaint shall be recovered from the contractor on account of non attending of any complaint (each complaint) within 48 hours. |
| 2 | Taking off existing manholes covers & cleaning of manholes (any size / depth) by de-watering and taking off the rubbish / sludge etc., removing the same upto 50 m distance and put into and including necessary excavation and earth work in any type of soil for newly excavated pits of suitable size and covering with excavated earth finally cleaning with fresh water and placing back in position the removed covers complete all as specified and directed. Notes :- 1. The excavation and earth work of pit in any type of soil is deemed to be included in the unit rate of this item.2. No extra payment shall be made for de-watering which shall deemed to be included in unit rate of this item. Net quantity of sludge as removed shall only be measured and paid. Necessary T&P, eqpts and safety wears/measures shall be provided by the contractor without any extra cost to Govt.3. The contractor or his authorised rep shall attend day to day compllaints related to sewage and drainage woriks during working hours at 9AM and shall report back at every evening at 5PM on daily basis after satisfactory completion of work. Rs 125/- per complaint shall be recovered from the contractor on account of non attending of any complaint (each complaint) within 48 hours. |
| 3 | Cleaning of chocked/blocked sewage lines (SGSW/RCC/CI PIPES) 150mm/200mm bore dia, taking out loose sedimented sand, dirt, oil, grease, sludge water, rags, fibers or vegitation etc. systematically using necessary tools mechanically and/or manually such as by rodding, passing rope knots, bamboo fanti and disc of required size (with safety measure such as dirt and gas etc), flushing the pipe well with water till clear flow of sewage from both side between two adjacent manhole of any depth from both side sludge in semi liquid stage including all water effluence etc and removing all materials from site of work upto a distance not exceeding 250m and depositing in earth pit of suitable size with and including necessary excavation and earth work in any type of soil including supply and sprinkling bleaching powder and covering sludge with earth after removal of blockage etc complete all as speicified and directed. NOTE:- The contractor or his authorised rep shall attend day to day compllaints related to sewage and drainage woriks during working hours at 9AM and shall report back at every evening at 5PM on daily basis after satisfactory completion of work. Rs 125/- per complaint shall be recovered from the contractor on account of non attending of any complaint (each complaint) within 48 hours. |
| 4 | Taking off existing covers of septic tank & cleaning the same of any size / capacity by dewatering and taking out sludge in liquid, mud, silt or in solid state after emptying the waste water by manual or by mechanical means and removing the sludge to a distance not exceeding 50 m and burying the sludge in newly excavated pits of suitable sizes with and including necessary excavation and earth work in any type of soil and covering the same with excavated earth and placing back in position the removed covers complete all as specified and directed.Notes :- 1. The excavation and earth work of pit in any type of soil is deemed to be included in the unit rate of this item.2. No extra payment shall be made for de-watering which shall deemed to be included in unit rate of this item. Net quantity of sludge as removed shall only be measured and paid. |
| 5 | Excavating in trenches in soft/loose soil, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out complete all as specified & directed by Engr-in-charge. |
| 6 | Returning filling in including spreading leveling watering and well ramming in layers n.exc 25cm thick complete all as specified & directed by Engr-in-charge. |
| 7 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified & directed by Engr-in-charge. |
| 8 | Demolition and breaking up 150 mm dia bore salt glazed stoneware drain pipe including PCC packing under haunching against the sides of pipe bed and complete PCC of bed and removal of debris to a distance exc 1.0 Km but n.exc 2.0 Km all specified and directed. |
| 9 | M&L for PCC 1:4:8 type D-2 (using 40 mm graded crushed stone aggregate) as in bedding including haunching & packing under and against the side of reinforced concrete pipes, class NP2,150 mm bore, after they are laid and tested complete all as specified & directed by Engr-in-charge. |
| 10 | S&F PVC (SWR) pipes 150 mm dia single socketed, in any length with rubber ring joints, laid in trenches jointed in CM (1:1) complete all as specified and as directed |
| 11 | Demolition of RCC of any description and in any position (reinforcement cut as required to facilitate demolition) complete all as specified & directed by Engr-in-charge. |
| 12 | M&L for RCC pre-cast type B-1 (1:2:4) (using 20mm graded crushed stone aggregate ) as in cover slabs for manholes etc set in cement mortar (1:4) complete all as specified and directed by Engr-in-charge. NOTE: Reinforcement for cover slabs will be provided under respective item separately. |
| 13 | M&L for mild steel TMT bars 10mm dia & over cut to length bent to shape required including cranking bending spirally for hooping columns, hooking ends and binding with and including mild steel wire ( annealed ) not less than 0.9mm dia or securing with clips complete all as specified and directed. |
| 14 | M&L for Providing cement concrete type B-2, 1:2:4 (using 40mm graded aggregate) as in surface channel and drains complete all as specified & directed by Engr-in-charge |
| 15 | Demolition of brick work ,PCC Block masonry, Stone Masonry built in cement mortar or cement lime mortar including all quoins, arches, pillars etc but excl ashlars facing,dressed stone work and pre-cast concrete articles complete all as specified & directed by Engr-in-charge |
| 16 | M&L brick work with sub class 'B' bricks straight or curved on plan exc 6m mean radius built in cement mortar (1:6) complete all as specified & directed by Engr-in-charge |
| 17 | M&L for Type C1 1:3:6 (20 mm Graded Aggregate ) Pre-cast cement concrete block masonry with solid blocks, exc. 10 cm in width and setting in 1:6 cement mortar, complete |
| 18 | M&L for rendering 15 mm thick on brick or concrete surface of walls in cement mortar 1:4 finished even & smooth without extra cement on external wall complete. |
| 19 | Taking up 80mm bore pipes cast iron water mains (including all fittings), with spigot and socket ends and lead joints includingburning out joints and recovering lead complete all as specified and as directed |
| 20 | Taking up 100 mm bore pipes cast iron water mains (including all fittings), with spigot and socket ends and lead joints includingburning out joints and recovering lead complete all as specified and as directed |
| 21 | S&F in repair cast iron soil, waste and vent pipes 75mm dia in any lengths with or without ears,with cement joints,Fixed to walls complete all as specified and as directed |
| 22 | S&F in repair cast iron soil, waste and vent pipes 100mm dia in any lengths with or without ears,with cement joints,Fixed to walls complete all as specified and as directed |
| 23 | S&F cast iron bend,diminishing pieces or tapers 75 mm dia, of any radius with proper joints, complete all as specified and as directed |
| 24 | S&F cast iron bend,diminishing pieces or tapers 100 mm dia, of any radius with proper joints, complete all as specified and as directed |
| 25 | S & F stamp clamp out of 50mm by 5mm flat iron and 16mm dia round iron stays,incl nuts and bolts and securing ends of stays to wall or roof for 75mm cast iron pipe. |
| 26 | S & F stamp clamp out of 50mm by 5mm flat iron and 16mm dia round iron stays,incl nuts and bolts and securing ends of stays to wall or roof for 100mm cast iron pipe. |
| 27 | S&F PVC (SWR) pipes 110 mm dia single socketed, in any length with rubber ring joints, fixed to walls complete all as specified and as directed |
| 28 | S&F in repair PVC (SWR) pipes 75 mm dia single socketed, in any length with rubber ring joints, fixed to walls complete all as specified and as directed |
| 29 | S&F PVC (SWR) plain bend 110 mm dia, of any redius with rubber ring joints, complete all as specified and as directed |
| 30 | S&F PVC (SWR) plain bend 75 mm dia, of any redius with rubber ring joints, complete all as specified and as directed |
| 31 | Demolition and breaking up 300 mm dia bore RCC drain pipe including PCC packing under haunching against the sides of pipe bed and complete PCC of bed and removal of debris to a distance exc 1.0 Km but n.exc 2.0 Km all specified and direc |
| 32 | S&F 300 mm Bore Reinforced concrete pipes, class NP2, laid and jointed complete with collars as specified and directrd by engg. In charge |
| 33 | M&L for PCC 1:4:8 type D-2 (using 40 mm graded crushed stone aggregate) as in bedding including haunching & packing under and against the side of reinforced concrete pipes, class NP2,300 mm bore, after they are laid and tested complete all as specified & directed by Engr-in-charge. |
| 34 | Demolition of cement Concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified & directed by Engr-in-charge. |
| 35 | M&L for 100 mm thick plan cement concrete 1:2:4, type B1 (using 20 mm graded stone aggregate) as in hardstanding,path, flooring surface finished even & smooth without using extra cement complete all as specified & directed by Engr-in-charge. |
| 36 | Demolition of cement concrete (unreinforced) in ground floors and pavings exceeding 15 cm thickness.(below or above ground level) Complete all as specified and directed. |
| 37 | M&L for Cement concrete type D-2 1:4:8 (40mm graded aggregate) in foundations, filling,sub base and mass concrete complete all as specified & directed by Engr-in-charge. |
| 38 | M&L for Sand filling under interlocking tiles or in foundations including watering and consolidation complete all as specified & directed by Engr-in-charge. |
| 39 | M&L Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade with grey cement & no pigment complete all as specified by Engr-in-charge. |
| 40 | M&L for PCC 1:3:6 type C-1 using 20 mm graded stone aggregate as in coping /kerbing/Side of interlocking/flooring/hardstanding etc.including weathering and throating including necessary form work etc.complete all as specified and directed. |
| 41 | Excavating in post holes (or similar holes) in hard/dense soil each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm complete all as specified & directed. |
| 42 | M&L for plain cement concrete type D-2 1:4:8 (40mm graded aggregate) in post holes complete all as specified & directed. |
| 43 | Dismantling wrought iron or mild steel work of any description. |
| 44 | M&L for MS work in hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts;posts and struts in fencing including cutting tops to shape as directed, drilling holes,notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified & directed. |
| 45 | Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire complete all as specified & directed. |
| 46 | Supply only chain link MS galvanisd fencing, any size or type complete all as specified & directed. |
| 47 | S&F of Tie bars with screwed ends,nuts, washers and mild steel plates for walls, chimneys, roofs, arches, etc. king rods and straining bolts conforming to Fe 290 Gde-E-165 complete all as specified & directed. |
| 48 | S&F Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails strain- ing bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) complete all as specified & directed. |
| 49 | M & L for newly painting to steel and iron surfaces of any description, over 10 cm in width or girth, not otherwise described with two coats of synthetic enamel paint over a coat of red oxide primer including preparation of surfaces complete all as specified and directed. |
| 50 | M & L for newly painting to steel and iron surfaces of any description, not exc 10 cm in width or girth, not otherwise described with two coats of synthetic enamel paint over a coat of red oxide primer including preparation of surfaces complete all as specified and directed. |
| 51 | S&F Concertina coil: 600 mm Dia/56 Loops/2.5 mm core wire. Coil Diameter: 600 mm. Type of Strip: Heavy Galvanized (IS 1730). Type of Core wire: Heavy Galvanized (IS 280-2006). Core wire Diameter: 2.50 mm Dia. Zinc Coating to Strip: Minimum 200 GSM/Sqmm. Zine Coating on wire: Minimum 275 GSM/Sqmm (IS 6745-1972 reaffirmed 2006). Tensile Strength of wire: 1400-1500 N/Sq.mm. Weight: 14.63 Kg (+ 5%). Number of Loops: 56. Blade Length: 22 mm. Barb Profile: Medium Blade (MBBT). Distance Between Barb: 35 mm. Stretchable length: 12 mtrs, Type of clip: Hardened Steelin Galvanized steel. (Wt: 8 Kg (5 % +-) per 6 to 8 Mtr ) all as speciified and directed by Engr-in- Charge. |
| 52 | M&L Mild steel screw bolts (machine made) 5 to 10mm dia with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exc 5cm but not exc 10cm long complete all as specified & directed. |
| 53 | Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for foundation, etc., and getting out in Hard/ Dense soil complete all as specified and directed. |
| 54 | Removing Excavated soil exceeding 250 M but not exceeding 1.50KM and depositing where directed at a level not exceeding 1.5 M above the starting point complete all as specified and directed. |
| 55 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. |
| 56 | M&L for preparation of newly plastered surfaces of wall and applying two coats of cement base paint over a coat of primer complete all as specified and directed. |
| 57 | S & F MS framed work such as grills, gratings,gates etc., with end of bars shouldered and / or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders framed balusters; walk ways; railings; frame work of water tanks and similar work conforming to Fe 190-0 or Fe-165-0. |
| 58 | M&L for repair of pot holes any depth n exc 1.5 sqm in cross section each including sweeping free from dust ,mud, water sunken surfaces in roads , paths, hardstandings etc, cutting aroundedges to atleast 25 mm in depth and filling the pot holes with instant road repair bituminous material having avg aggregate size between 6 mm to 10 mm and density not less than 2200 Kg/ Cum and minimum Bitumen content not less than 6% , complete all as specified and directed by Engg-in -Charge. Please Enable Macros to View BoQ information |
