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| 1 | Schedule 'A' |
| 2 | Demolition of brickwork or stone/boulders/block masonry, built in cement mortar including all quoins, arches, pillars, ashlar facing, dressed stonework, precast concrete artilcles and precast concrete block walling etc. Complete all as specified and directed. |
| 3 | Taking down cement plaster or terrazzo from brick walls of any description, racking out joints, hacking for key, scrubbing down with water etc complete all as specified. |
| 4 | M&L for Squared rubble walling with Porbandar stone masonary in CM 1:6 brought to courses, complete all as specified & directed by Engr-in-charge. |
| 5 | All as per above item No. 3.00 but except stone, Complete all as specified and directed. |
| 6 | M&L for Rendering 15mm thick on fair faces of Porbandar stone masonary surface in CM 1:4 complete all as specified and directed by Engr-in-charge. |
| 7 | M&L for Preparation of new plastered surfaces of walls and applying two coats of cement base paint over a coat of white primer complete all as specified and directed. |
| 8 | M&L for Preparation of old plastered surfaces of walls and applying one coats of cement base paint complete all as specified and directed by Engineer in Charge . |
| 9 | M&L for Preparation of old treated steel surfaces of any description(Steel gates , Embedded Angles etc ) , over 10cm width or girth and applying one coats of synthetic enamel paint complete all as specified. |
| 10 | M&L for Preparation of new steel surfaces of any description, over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer on steel surfaces complete all as specified. |
| 11 | Dismentling of post and struts (wood,steel or RCC) any section including taking out embedded portion and making good disturbed ground. |
| 12 | M & L for providing RCC type B-1 1:2:4 (20mm graded aggr.)in precast post fencing post straining or terminal post strut etc. for fencing average sectional area exc.100sqcm but n'exc 250sqcm with or without chemfered angles and flat splayed rounded or meterd tops as directed and fixed. |
| 13 | Dismantling of mild steel work of any description not otherwise provided for all as specified and directed . |
| 14 | M&L for Hand rails, half round or other stock section or core for wooden hand-rail straight portion,Gates , Grating 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 specifed and as directed by Engineer in Charge. |
| 15 | M&L for Cement concrete 1:3:6 type C-2 (40mm graded agg) in foundation filling of post holes ,grils, etc complete all as specifed and as directed by Engineer in Charge. |
| 16 | M&L for 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 ortying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) as in repair Complete all as spd and directed by Engineer in Charge |
| 17 | Taking Down and Re- Fixing in Existing Birbed Wire with Restraining , resecuring including making good staples etc Complete all as Spd and as directed by Engineer in Charge |
| 18 | S&F Concertina Coil , punched tape 2.60 mm dia high tensile spring steel wire, dia of coil 610mm, when stretched the length shall be 6.00m in one coil, (weight of coil shall not less than 1.30kg/m) and tied to barbed wire with and including provision of steel clips @ 5 clips spiral in one row complete without coating and taking down old concertina coil .all as directed by Engr-in-Charge. |
| 19 | Taking down Existing Steel Gate of Size upto 3 Sqm each pannel and applying grasing , Oiling and alinging with necessary provitions of Cleats , incl Welding works with beading etc Complete repair with Workable Condition and Refixing with Same positions Complete All as spd and Directed By Engineer in Charge .( Note :- Additional Providing steel sections shall be Measured and Paid Separately ) |
| 20 | Taking out (desiliting) silt, Brick Bats, debris liquid waste sludge insolid/semisolild state from Manholes including pumping out sludge where ever necessary plugging diverting the flow in the drain if necessary and stackling the removed silt/sludge indeposit away from the edge of manholes, as directed including use of safety belt dry cells torch for lightening inside the manholoes and taking similar precautionary measures and removing the sludge etc outside MD land and cleaning the manholes with clean water etc all as specified and directed:- |
| 21 | Manholes not exceeding depth of 1.0 mtr. |
| 22 | Manholes depth exceeding 1.0 mtr but not exceeding 2.0 mtr. |
| 23 | Removal of blockage of sewage line and systematically cleaning the same using necessary tools machanically or manually such as passing rope knot bamboo kanti and description of required size including safety mesures such as mask for gas etc all as per item of cleaning of manholes flushing the pipes with water after removal of blockage as specified:- |
| 24 | Bore of pipe 100 mm |
| 25 | Bore of pipe 150 mm |
| 26 | Taking down silt, brick, debris, liquids waste, sludge in solid / semi solid state from septic tanks and cleaning (balling out water) suitably disposing off outside MD land for the following capacities complete all as specified and directed by Engr-in-Charge |
| 27 | 25 users capacity |
| 28 | 50 userss capacity |
| 29 | 100 users capacity |
| 30 | M&L for Cleaning of chocking /blocking of water closet (Oriisa pan/European/WC) floor traps. Gully trap and clening /washing area and re-fixing the grating, etc in position after completion of job packing with cement mortar, all as specified and directed. |
| 31 | Demolition and breaking up drain pipes RCC &(salt glazed ware) set in cement mortor of nominal bore100- 150 mm |
| 32 | M&L Reinforced concrete pipes, class NP2, laid and jointed complete with collars of nominal dia 150mm, all as specified |
| 33 | M&L PCC 1:3:6 type C-2 for 150 mm dia pipe bed to drain pipes including packing under and haunching against the sides of pipe after they are laid and tested, complete all as specified and directed. |
| 34 | M&L Demolition of reinforced cement concrete of any description andin any position not otherwise specifically provided for |
| 35 | M&L 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-l smooth finished, and reforming benching as required, for 150mm dia complete all as specified and directed |
| 36 | Demolition of cement concrete of any description and in any position not otherwise specifically provided for |
| 37 | Demolition of brickwork or stone/ boulder masonry, built in cement mortar |
| 38 | Excavating in trenches, 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 hard/dense soil |
| 39 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. all as specified |
| 40 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m all as specified |
| 41 | M&L for Cement concrete, type D2 1:4:8(40mm graded stone aggregate)in foundations, filling and mass concrete |
| 42 | M&L for Providing cement concrete type B1, 1:2:4 (20mm graded stone aggregate) as in coping, benching etc. incl weathering, slightly rounded or chamfered angles and throating, as directed including necessary formwork all as specified |
| 43 | M&L for Providing cement concrete as in Cover slab M-15 factory made incl reinforcement of required size using 20 mm agg set in CM 1:4 for manhole etc. incl weathering, slightly rounded or chamfered angles and throating, as directed including necessary formwork all as specified |
| 44 | S&F CRS Mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed . |
| 45 | M&L two coats of white wash on newly plastered surfaces of walls including of preparation of surfaces, complete all as directed. |
| 46 | S& F in repair PVC(SWR) pipes single socketed in any length with necessary joints laid in trench of nominal bore 150mm incl excavation & dismanting of old pipe comlete all asspecified and directed. |
| 47 | S& F in repair PVC(SWR) bends any radious joints laid in trench of nominal bore 150mm incl excavation & dismanting of old pipe comlete all asspecified and directed. |
| 48 | S& F in repair PVC(SWR) pipes single socketed in any length with necessary joints fixing in wall of nominal bore 150mm & dismanting of old pipe comlete all asspecified and directed. |
| 49 | S& F in repair PVC(SWR) pipe single socketed laid in trench & wall of nominal bore 110mm incl excavation & dismanting of old pipe comlete all asspecified and directed. |
| 50 | S& F in repair PVC(SWR) pipes single socketed in any length with necessary joints fixing in wall of nominal bore 75mm & dismanting of old pipe comlete all asspecified and directed. |
| 51 | S& F in repair PVC(SWR) bends any radious joints laid in trench & wall of nominal bore 110mm incl excavation & dismanting of old pipe comlete all asspecified and directed. |
| 52 | S& F in repair PVC(SWR) bends any radious joints laid in trench & wall of nominal bore 75mm incl excavation & dismanting of old pipe comlete all asspecified and directed. |
| 53 | S& F in repair PVC(SWR) branch piece single Y equal unequal joints laid in trench & wall of nominal bore 75mm incl excavation & dismanting of old pipe comlete all asspecified and directed. |
| 54 | S& F in repair PVC(SWR) branch piece single Y equal &unequal joints laid in trench & wall of nominal bore 110mm incl excavation & dismanting of old pipe comlete all asspecified and directed. |
| 55 | M&L for Cleaning and removing all scale and dirt etc from tanks & from mouths of circulating pipes etc of service tanks located at roof of the bldgs at different locations of capacities as followings.(Note- The contractor will write date of cleaning.& due date of cleaning on Tank as directed by the E-in-Charge) |
| 56 | Capacity not exceeding 250 litres |
| 57 | Capacity exceeding 250 but not exceeding 500 litres |
| 58 | Capacity exceeding 500 litres but not exceeding 1000 litres |
| 59 | Capacity exceeding 1000 litres but not exceeding 2000 litres |
| 60 | Supply & fix in repair tank cover make sintex complete suitable for the following sizes |
| 61 | 250 litres capacity |
| 62 | 500 litres capacity |
| 63 | 750 litres capacity |
| 64 | 1000 litres capacity |
| 65 | S&F in repair ball valves, high pressure of PTMT with epoxy coated aluminium rod & highdensity plastic ball screwed for iron pipe including necessary extension nipple and tank nipple suitable for HDPE water tank with check nut complete and fixed of the following size as in repair :- |
| 66 | 15 mm bore |
| 67 | 20 mm bore |
| 68 | 25 mm bore Please Enable Macros to View BoQ information |
