| 1 | 1 | Excavating over areas n exc 1.50m deep and getting out any type of soil complete all as specified and directed. | | 30 | Cum |
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| 2 | 2 | All as per srl item No 1.00 here-in-before but exc 1.50m and n exc 3.0m deep in hard/dense soil complete all as specified and directed. | | 30 | Cum |
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| 3 | 3 | All as per item No 1 above exc 3.0m but n exc 4.50m deep in hard/dense soil complete all as specified and directed. | | 3 | Cum |
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| 4 | 4 | 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. area n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in any type of soil complete all as specified and directed. | | 10 | Cum |
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| 5 | 5 | M & L for PCC 1:4:8 type D-2 (using 40 mm graded crushed stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed. | | 3 | Cum |
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| 6 | 6 | M&L for Brick work with sub-class 'B' bricks, straight or curved on plan exc 6 m mean radius built in cement mortar 1:4 complete all as specified and directed. | | 15 | Cum |
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| 7 | 7 | M&L for providing precast cement concrete 1:2:4 type B-1 (using 20mm graded aggregate) as in window door cills lintels bressumers steps quoin blocks for use with masonry string courses copings kneelers apex stone pier caps coloumns post boundary pillars bed plate pintles blocks anchorage block bonders for stone wallin core bel brackets etc of any section indicated with plain faire faces including chamfer weathering throatings etc louvers and set in cement mortar 1:4 complete all as specified and directed. | | 1 | Cum |
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| 8 | 8 | M&L for Formwork to edges of concrete flats treds breaks in floors window cills concrete railings openings in concrete wall floor and roof n exc 20cm wide and sides of RCC/PCC bands in walls horizontal or sloping and similar work exc 10 cm but n exc 20cm wide rought finished surfaces concrete complete all as specified and directed. | | 25 | RM |
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| 9 | 9 | M&L for RCC 1:2:4 type B-1 (using 20mm graded curshed stone aggregate) as in lintel upto 1.5m clear span, cills, steps, seismic and other similar bands plinth courses, string courses, lacing courses, parapet and railings upto 60cm in height, coping, kneelers, apex stones, bed plates, kerbs not provided for in item 04028, watertroughs and the like including weathering, slightly rounded or chafered angles and throating, complete all as specified and directed. | | 0.5 | Cum |
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| 10 | 10 | M&L for rendering 15mm thick on fair faces of brick or concrete surface in cement mortar 1:4 surface finished even and smooth without using extra cement complete all as specified and directed. | | 20 | Sqm |
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| 11 | 11 | M&L for hand rails half round or other stock section or core for wooden hand rails stright portation drilled and countersunk for blausters runing bar for door balusters nosing to steps including embeding in concrete and screwing etc wind ties for roof (40mmx6mm) including seurcing bolts posts and struts in fencing including cutting to top to shape as directed drilling holes notching for wire mess etc including all neccesary drilling bolting or riveting etc and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed. | | 80 | Kg |
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| 12 | 12 | M&L for Galvanised 2 strand steel barbed wire 2.24mm dia barbed wire 2mm dia bars at 75mm spacing and straining and fixing to any type of standard rails straining bolts including securing or tying at crossing with and provision of GI mild steel wire stapples or steel pins etc. complete all as specified and directed. (Each line wire to be measured) | | 1 | 100 RM |
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| 13 | 13 | M&L for Precast RCC 1:2:4 type B-1 (20mm graded curshed stone aggregate) as in cover slab for manholes, chullah hoods, chajjas, water throughs, mangers shelves and similar articles with plane faces and similar work including necessary formwork set in CM 1:4 complete all as specified and directed. | | 0.1 | Cum |
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| 14 | 14 | M&L for TMT bar 10mm dia and over cut to length bent to shape required including cranking bending speriliy for hopping for coloumns hooking ends and binding with mild steel wire anneled not less then 0.9mm dia or securing with clip complete all as specified and directed. | | 50 | Kg |
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| 15 | 15 | All as per srl item No 14.00 here-in-before but 6mm to 8mm dia TMT bar. | | 30 | Kg |
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| 16 | 16 | M&L for Returning filling including seprading levelling watering and well ramming in layers not ecx 25cm thick in soft and loose soils complete all as specified and directed. | | 2 | Cum |
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| 17 | 17 | M&L for Removing of excavated matrerials exc 1.50km but not exc 5.0km and depositing where directed at a point above the starting point complete all as specified and directed. | | 58 | Cum |
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| 18 | 18 | M&L for Surface of any description,over 10cm width and grith not other wise described of new steel surface applying one coat red oxied and two coat synthetic enamel paint complete all as specified and directed. | | 2 | Sqm |
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| 19 | 19 | M&L for earth filling under floor or in foundation including watering and well ramming in layers n exc 25cm thick with excavated matriels complete all as specified and directed. | | 2 | Cum |
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| 20 | 20 | M&L for broken bricks losse filling with aggregate of gauge 80 to 150mm in soakage pits soakage well, rain water harvesting pits complete all as specified and directed. | | 12 | Cum |
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| 21 | 21 | M&L for broken stone boulders hardcore of gauge n exc 63mm deposited sepread and levelled in layers n exc 15cm thick watering and rammed to a true surface complete all as specified and directed. | | 5 | Cum |
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| 22 | 22 | M&L for loose filling with pea gravel of size 1/8\" to 3/8\" to as in filter bed complete all as specified and directed. | | 2 | Cum |
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| 23 | 23 | M&L for coarse sand filling under floors or in foundation including watering and consolidation complete all as specified and directed. | | 3 | Cum |
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| 24 | 24 | Drilling borewell vertically 500mm dia in any strata by mechnical percussion or rotary ring method below ground level including electric loging through any type of strata soil/rock disposal of soil within 10mtr for lowering and extraction of perforated PVC pipe of dia 200mm and pea gravel packing complete all as specified and directed. Note: M&L for Pea gravel and PVC pipe shall be measured and paid separately. | | 12 | RM |
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| 25 | 25 | Suppying, lowering & fixing of Perforated 10mm dia holes PVC pipe 200mm dia heavy duty, 6Kg/sqm pressure rating ISI marked in length 3 to 6m including jointing of pipe with adhesive material and galvanised screws to secure the pipes firmly in position fixing into bore hole in any length including inverted earthen pots with hole on top complete all as specified and directed. | | 12 | RM |
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| 26 | 26 | Uprooting vegetation and weeds by digging the area to a depth of 25 cm removing all weeds and other growth with roots by the froking repeatedly ,breaking clods rough dressing flooding with water uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass including disposal of all rubbish with all leads and lifts complete all as specified and directed. | | 9 | Cum |
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| 27 | 27 | M&L for Grassing with slection No 1\" grass including watering and maintenance of the lawn till the grass form a thick layer lawn free from weeds and fit for movwing in rows 7.5 cm apart in either direction. (Note: The rate includes for supply of grass \"selction No 1\" also) complete all as specified and directed. | | 500 | Sqm |
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| 28 | 28 | Supply and stacking sludge at site dump manure from approved source (manure measuredin stacks will be reduced by 8% for payment) complete all as specified and directed. | | 9 | Cum |
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| 29 | 29 | Supply and spraying pesticide emulison (of approved brand /Make) for vegetation as per requirement complete all as specified and directed. Make: Confidor (Bayer) or equivalent make as approved by GE. | | 8 | Ltr |
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| 30 | 30 | Supply good earth fit for vegetation and spreding/ leveling the same as required at site mixed with manure or sludge in the reqired ratio flooding with water including removal of rubbish with all leads and lifts (cost of manure /sludge to be paid for seprately) to the satisfaction of Engr-in-Charge and complete all as specified and directed. | | 9 | Cum |
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| 31 | 31 | Structural trees:- M&L for digging holes 1.0m dia and 1.0m deep and removing excavated soil to a distance n. exc 50m away and filling with good earth and cattle manures in 4:1 ratio, and mixing chloropyriphos -20% EC in the required ratio. Supply and planting of approved sapling, sapling should be healthy grown up with good root system and minimum 4 feet height from ground level, after plantation maintanance of plant flooding with water including watering, deweeding, loosening of soil fortnightly spraying of insecticid if required and cleaning of any type of vegetation in and around the plantation area for a period of one month. Plant variety will be very well established over adequately nourished and to be maintained in a specific shape and size out of the plant Cyrus/bottel/palams/Ficus/Benhjamina/Ashoka/ yucca/Phoenix/Noiina/Furcarial (Minimum height 04 feet from ground level ), complete all as directed. Note: Supply of manure/sludge shall be measured and paid for separetaly. All other are included in quoted rates. | | 35 | Each |
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| 32 | 32 | M&L for developing planting red hedges of height 30 cm and above, 30 cm apart saplings including excavation in trenches to a width of 45 cm and depth 45 cm removed excavated soil to a distance n. exc 50m and filling the trenches with mixture of vermi compost/ cattle manure and good earth in propotion of 2:3 and mixing of chloropyriphos -20% EC with required ratio including watering, manuring for pernnial plants complete all as specified and directed. Note: Supply of manure/sludge shall be measured and paid for separetaly. All other are included in quoted rates. | | 11.2 | RM |
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| 33 | 33 | M&L for Continuous brick edging with burnt clay old size bricks sub class B in edging with width equal to the depth of the brick laid dry on edge including earthwork complete all as specified and directed. | | 53 | RM |
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| 34 | 34 | Surface excavation n.exc 30cm deep & averaging 15cm deep and getting out in soft / loose soil complete all as specified and directed. | | 100 | Sqm |
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| 35 | 35 | M&L for cement concrete 1:5:10, type E-2, 40mm graded curshed stone aggregate as in as in foundation filling and mass concrete complete all as specified and directed. | | 10 | Cum |
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| 36 | 36 | M&L 40mm thick Cement concrete type B-1, 1:2:4 (20mm graded aggregate) curshed stone aggregate as in floor cement concrete surface finished even and smooth without using extera cement complete all as specified and directed. | | 100 | Sqm |
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| 37 | 37 | S&F Chequred cement concrete coloured tile 30cmx30cmx25mm thick set and jointed and pointed in neat cement slurry in floor over and including 15mm thick screed bed in CM 1:6 complete all as specified and directed. | | 46.5 | Sqm |
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| 38 | 38 | Complete removal of existing treatment of external wall and applying two coats of cement base paint of old surfaces incl rubbing and sanding complete all as specified and directed. | | 16.15 | Sqm |
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| 39 | 39 | Notes :- \n(a) The contract sum shall be arrived at after deduction of amount of Schedule of Credit. (NIL). \n(b) PERFORMANCE SECURITY :- (Refer condition 19 of IAFW-2249)\nThe performance security for an amount equivalent to 3% (Five percent) of the accepted contract sum shall be delivered by the successful bidder immediately after the date of intimation letter of acceptance and all provisions shall be applicable as per condition 19 of IAFW 2249.\n | | | |
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