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| 1 | Demolition cement concrete (unreinforced) in ground floor and pavings not exceeding 15cm thickness below or above ground level with and including removing rubbish material from building and thrown in low lying empty area complete all as specified and as directed by Engineer-in-charge. |
| 2 | Material & Labour for PCC 1:2:4 type B1 using 20 mm graded stone aggregates as in lintel upto 1.5m clear span, cills, steps; seismic and other similar bends, plinth courses, string courses, lacing courses, parapets and railing upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs and thelikeincluding weathering, slightly rounded or chamfered angles and throating complete all as specified and as directed by Engineer-in-Charge. |
| 3 | Material & Labour for PCC 1:3:6 , Type C2 , using 40mm graded stone aggregates as in as in surface channels and drain concrete complete all as specified and directed by Engineer-in-Charge. |
| 4 | Material & Labour for 40 mm thick PCC (1:2:4) type B1 using 20 mm graded stone aggregates as in floor , finished even & smooth without using extra cement complete all as specified and directed by Engineer-in-Charge. |
| 5 | Material & Labour for 75 mm thick PCC in Cement Mortar 1:2:4 Type B-2 (using 40 mm graded stone aggregate) as in sub base of floor complete all as specified and directed by Engineer-in-Charge. |
| 6 | Material & Labour for Chequerd Cement Concrete tiles glossy finished of size 30cm x 30cm x 25mm thick with grey cement and pigment , set , jointed and pointed in neat cement slurry @ 3.00Kg /Sqm as in floors , laid over with and including 15 mm thick screed bed in cement mortar 1:6 including dismantling of existing tiles complete all as specified and directed by Engineer-in-Charge. |
| 7 | Material & Labour for Providing and laying 60 mm thick cobble stone flooring of approved size and quality in footpath, laid over with and including 40 mm thick sand cushioning on prepared sub-base, including dressing, levelling and proper alignment of stones, with and including filling of joints with cement mortar 1:6, ramming, watering and finishing with and including dismantling of existing tiles complete all as specified and directed by Engineer-in-Charge.Note: The rate of 40 mm thick sand cushioning is included in this item and contractor shall quote his rate accordingly. Nothing extra shall be paid on this account. |
| 8 | Material & Labour for Providing and laying 60 mm thick Shahabad stone flooring of approved size and quality in footpath, laid over with and including 40 mm thick sand cushioning on prepared sub-base, including dressing, dressing of edges, levelling and proper alignment of stones, with and including filling joints with cement mortar 1:6, ramming, watering and finishing with and including taking dismantling of existing tiles complete all as specified and directed by Engineer-in-Charge.Note: The rate of 40 mm thick sand cushioning is included in this item and contractor shall quote his rate accordingly. Nothing extra shall be paid on this account. |
| 9 | Material & Labour for Machine Pressed Precast Interlocking paver block with grey cement and no pigment, factory made, any shape and size, conforming to IS 15658-2006 of 60 mm thickness, made out of M-35 grade concrete laid over sand cushioining including dismantling of existing block complete all as specified and as directed by Engineer-in-charge. Note:Sand cushioning shall be measured and paid seperately under approriate item of Schedule'A' BoQ. |
| 10 | Material & Labour for Machine Pressed Precast Interlocking paver block with grey cement and no pigment, factory made, any shape and size, conforming to IS 15658-2006 of 80 mm thickness, made out of M-40 grade concrete laid over sand cushioining including dismantling of existing block complete all as specified and as directed by Engineer-in-charge. Note:Sand cushioning shall be measured and paid seperately under approriate item of Schedule'A' BoQ. |
| 11 | Material & Labour for Rendering 15mm thick in Cement Mortar 1:4 with using liquid waterproofing compound as per manufacturer instruction on fair faces of brick work or concrete surfaces of wall finished even and smooth with out using extra cement and taking down cement or cement lime plaster from brick wall or concrete surfaces etc including racking out joints, hacking for key & scrubbing down with water etc including removing rubbish material from site and thrown in low lying empty area complete all as specified and as directed by Engineer-in-Charge. Note:- The rate of Liquid Water proofing compound is included in this item . Contractor shall quote his rates accordingly nothing shall be paid extra on this account. |
| 12 | Material and labour for Rendering 20 mm thick on stone masonry surfaces or surface other than fair face of brick-work or on one side of lathing in Cement Mortar 1:4 , finished even and smooth without using extra cement and taking down cement or cement lime plaster from brick wall or concrete surfaces etc including racking out joints, hacking for key & scrubbing down with water etc including removing rubbish material from site and thrown in low lying empty area complete all as specified and as directed by Engineer-in-charge. |
| 13 | Demolition of brick work / stone masonry, built in cement mortar including all quoins, arches, pillars, etc, complete all as specified and as directed by Engineer-in- charge. |
| 14 | Material & Labour for Brickwork with sub class ‘B’ burnt clay old size bricks, straight or curved on plan exc 6m mean radius built in cement mortar 1:6 complete all as specified and as directed by Engineer-in-Charge. |
| 15 | All as per serial item no. 15.00 here-in- before but but except bricks Note: Bricks shall be obtained from serial item no.13.00 here-in - before for use in this item.The bricks shall be used in this item after proper cleaning . The rate of cleaning of bricks is included in this item nothing shall be paid extra on this account. |
| 16 | Material & Labour for Walling of random rubble stone , uncoursed , well bonded,bedded and solidly hearted built in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge. |
| 17 | All as per the description of item No 16.00 here-in- before but except stones, complete all as specified and as directed.Note: Stone shall be obtained from serial item no.13.00 here-in - before for use in this item.The Stone shall be used in this item after proper cleaning . The rate of cleaning of Stone is included in this item nothing shall be paid extra on this account. |
| 18 | Material and labour for preparation of new surface of walls, with and including two coats of cement base paint ,over with and including one coat of alkali resistant priming paint complete all as specified and directed by Engineer-in-Charge. |
| 19 | Supply & Fixing in replacement Mild steel work as 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 and as directed by Engineer-In-Charge. |
| 20 | Supply & Fixing in replacement 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 and directed by Engineer-in-Charge. |
| 21 | Supply & Fixing in replacement punched tape concertina coil (including spike and handle) with 56 loops and 600 mm dia,max coverd length 8 RM having a core wire of height carbon spring steel high tensile strength. The punched tape and cover wire (2.5+- 0.35mm dia) shall be heavy galvanized (IS-1730) (wire-275 GSM & strip-200 GSM)to provided protection against outdoor exposure.the punch tape shall be mechanically crimped 'over the core wire and then formed into a coil at various parts of the periphery of the coil .the width of the strip as 19 mm and specing of blades 24.00+-0.5 mm C/C.the weight of each coil shall be 8+-0.5% Kgs without packing material and coil length 8 Mtr (max) when open up each coil would with bituminized hessain cloth for providing protective packing complete all as specified and directed by Engineer-in-Charge. Note: The weight of concertiana coil shall be ascertained through BOO as ordered by GE. BOO duly countersigned by GE shall be enclosed with the RAR /Final Bill while considering the payment against concertinal coil.In the absence of BOO payment shall not be relaeased. |
| 22 | Supply & Fixing in replacement Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed by Engineer-in-Charge. |
| 23 | Material and Labour for preparation of old existing surface of external walls/ RCC surfaces and applying one coat of cement base paint, @ 7.00 SQM/Kg/ 1 coat by using brush or roller makes as described in LIST OF MAKES/ MANUFACTURERS under Appendix 'B' her-in-after complete ll as specified and as directed by Engineer-in-Charge. |
| 24 | Material and labour for preparation of old surface of walls (with using by brooming down or steel wire burshing, scrapping down smoke soot, moulds, moss and efflorescent salts and treating oil and greasy spots ) , with and including 3.00mm thick white cement based weather proof wall puty (as approved by Engineer-in-charge for smooth & even surface) with and including applying one coat of weather proof exterior emulsion paint (wheather coat Apex, 100% exterior grade), as per existing or as approved tint/ color complete all as specified and directed by Engineer-in-Charge. |
| 25 | Material & Labour for Preparation of old painted steel surfaces of any description not otherwise described over 10cm width or girth and applying one coat of synthetic enamel paint complete all as specified and directed by Engineer-in-Charge. |
| 26 | Material and Labour for 15 mm thick cement plaster in Cement Mortar 1:4 in patches (in repairs), not exceeding 3.00 sqm each patch on bricks or concrete surface and finished even and smooth without using extra cement and with and taking down cement or cement lime plaster from brick wall or concrete surfaces etc including racking out joints, hacking for key & scrubbing down with water etc including removing rubbish material from site and thrown in low lying empty area complete all as specified and as directed by Engineer-in-Charge |
| 27 | Material & Labour for preparation of old surfaces of walls, plastered or unplastered including brooming down or steel wire brushing scraping down smoke soot, moulds moss and efflorescent salts and treating oil and greasy spots and with and including applying one coat of weather proof exterior acrylic emulsion paint in camouflage pattern on wall complete all as specified and directed by Engineer-in-Charge. |
| 28 | Note:- The contract sum shall be calculated by deducting the amount shown in Credit Schedule attached to this tender from total amount of Schedule 'A'/BOQ Please Enable Macros to View BoQ information |
