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| 1 | Demolition of stoneorbrick masonry built in cement mortar including all quoins, arches etc. but excluding ashlar facing, dressed stone work etc, complete all as specified and directed. |
| 2 | Material and labour for brick work with sub class \"B\" bricks, straight or curved on plan exc 6m mean radius built in CM 1:6 completeall as specified and directed by Engr-in-Charge. |
| 3 | Excavation in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth for foundations, shafts, wells, cess pits, manholes, for taking out old pipe and laying new pipe line, for laying cable etc. not exceeding 10 Sqm on plan and getting out in soft/loose soil including trimming the sides and forming bottom surfaces to required levels complete all as specified and as directed by Engineer-in-charge. |
| 4 | Material and labour for PCC 1:4:8 type D-2 (using 40mm graded stone aggregate ) in cement concrete in foundations, filling and mass concrete, complete all as specified and directed. |
| 5 | Returning filling in including spreading leveling, watering and well ramming in layer not exe. 25 cm in soft/ loose soil, complete all as specified and directed. |
| 6 | Removing excavated material to a distance not exc 50m and depositing where directed at a level not exc 1.5 mtr above the starting point, complete all as specified and directed. |
| 7 | Taking down cement or cement lime plaster from brick wall etc including racking out joints, hacking for key & scrubbing down with water etc complete all as specified and directed by Engineer-in-Charge. |
| 8 | Material and labour for rendering 15mm thick in cement mortar (1:4) on otherthan fair faces of Brick walls or concrete surfaces, including mixing of liquid WPC in mortar @ as per manufacturer instruction per bag of cement of 50kg, finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge. Note :- WPC shall be measured & paid separately as Supply only. |
| 9 | Material and labour for preparing new plastered surfaces of walls and applying two coats of cement base paint over one coat of exterior wall priming paint on plastered surfaces, complete all as specified and directed. |
| 10 | Material and labourfor preparation of old decorated plastered and unplastered surfaces of walls and cornices, spoiled bysmoke soot, moulds, moss and efflorescent salts and tradingoil and greasy spots by scraping and washing with water and applying two coats of cement base paint on wall, complete all asspecifiedand directed by Engineer-in-Charge. |
| 11 | Supply only liquid water proofing compound complete all as specified and as directed by the Engineer-in-Charge. |
| 12 | Demolition of reinforced cement concrete of any description in any position not otherwise specifically provided for (Reinforcement cut as required to facilitate demolition), complete all as specified and directed. |
| 13 | Material & labour for formwork to faces of walls , retaining walls , abutments, parapets and staircase railings, parapets and staircase railings and similar work including attached pillasters , buttresses etc.; vertical or to batter, complete all as specified and as directed by Engineer-in-Charge. |
| 14 | Material & Labour for RCC of nominal mix M-20 of ratio 1:1.5:3 in piller, post and cover slab complete all as specified and as directed by Engineer-in-Charge. |
| 15 | Demolition of cement concrete (unreinforced) in ground floor and paving not exceeding 15cm thickness below or above ground level of any description and in any positionincluding removing rubbish material from building and thrown in low lying empty areafrom the site, complete all as specified and as directed by Engineer-in-Charge. |
| 16 | Material and labour for 75mm thick PCC 1:4:8 type D-2(using 40mm graded granite stone aggregate) in sub base, complete all as specified and directed |
| 17 | Material and labour for 60mm thick precast cement concrete (M-35) colour rubberised factory made, machine pressed interlocking paver blocks, with grey cement and pigment any shape and size confirming to IS 15658-2021 as approved by AGE(I), laid over and including 25mm thick sand cushion consolidated properly before and after laying of paver block including dismantling of paver blocks, complete all as specified and directed. |
| 18 | Material and labourfor 50mmthickPCC1:2:4typeB-1 (using 20mm graded stone aggregate)laid in floorings including finishing the surface even and smooth without using extra cement, complete all as specified and directed. |
| 19 | Supply and fixing of plastic dividing strips 38mm width of strip, 1.5mm thick inserted in position, conform to design, complete all as specified and directed. |
| 20 | Material and labour for PCC 1:2:4 type B-1 (using 20mm graded stone aggregate) as in cills, steps, coping and like including necessary form work, complete all as specified and directed. |
| 21 | Material and labour for PCC 1:3:6 type C-2 (20 mm graded stone aggregate) in surface channels, haunching and drains, complete all as specified and directed. |
| 22 | Extra for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/ stopped ends etc, complete all as specified and directed. |
| 23 | Dismantling wrought iron or mild steel work of any description not otherwise provided for angle iron or flat iron as in post and guard bar or grating, complete all as specified and directed by Engr-in-Charge. |
| 24 | Material and labour for angle iron postsand 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,boltingor riveting etc., and similar work conforming to Fe-290 Gde E-165, complete all as specified and directed byEngineer –in-Charge. |
| 25 | Supply and fixing for mild steel screws bolt (Machine made) with hexagonal or square heads one end screwed, each screwed end have one washer and one nut, dia of shrunk 5mm-10mm and length of bolt exc 5cm and not exc 10cm, complete all as specified and directed. |
| 26 | Supply only GI wire 3 to 4 mm thicknesh chain link fencing with 50x50mm mesh size and fixed to anytype of strandard rails straining bolts etc including provision ofbinding wire, complete all as specified and directed.Note-Weight of chain link fencing shall be assessed by BOO |
| 27 | Dismantling fencing wire mesh, anytypee, complete all as specified and directed byEngineer –in-Charge. |
| 28 | 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 and directed byEngineer –in-Charge. |
| 29 | Supply and fixing of galvanised. 2 strand, steel barbedwire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mildbsteel wire, staples or steel pins, etc. as directed (each line wire to be measured), complete all as specified and directed by Engineer-in-Charge. |
| 30 | Supply & fix of razor type concertina coil SG Hot galvanised spring tensile wire of DTS145 to 150 kg/ Sqm zink coating 250-300 gm/ Sqm and dia of coil when unstreached 600 mm having minimum number of circle 9 per RM hot dia galvanized razor ribbon type of size 0.50 mm thickness 19 mm wide before wrapping on central care wire fixed with G 11.66 mm thick clips and securing nut bolt held Z coil together and extra two row panel wire of 10 gauge, complete all specified and directed. |
| 31 | Material and labour for preparation ofnew steel and iron surfaces of any description not otherwise described over 10cm in width or girth and applying two coats of synthetic enamel paint (1st quality) of approved tint/colour over a coat of red oxide primer, complete all as specified and as directed by Engineer-in- charge. |
| 32 | Material and labour for providing precast cement concrete 1:2:4, type B1(20mm graded stone aggregate) set in CM 1:6, as in cover slabs (for manhole, drainsetc) with plain fair faces, incl demolition of existing, complete all as specified and as directed by Engineer-in- charge. |
| 33 | Material and labour for mild steel TMT bars 10mm dia & over cut to length bent to shape, required including cranking, bending spirally for hoping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia complete all as specified and as directed by the Engineer-in-Charge.(NOTE : Weight of binding wire shall not be considered for measurement and payment purpose.) |
| 34 | Supply & fix framed work such as grills, gratings etc., with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe -290 Gde E-165, complete all as specified and directed by Engr-in-Charge. |
