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| 1 | Excavating in over areas, n exc1.5 m deep and getting out in soft/ loose soil complete all as specified. |
| 2 | Returning filling in soft/loose soil, including, spreading, levelling, watering and well ramming in layers not exc. 25 cm complete all as specified and directed. NOTE : The top of filled excavation shall be made proud by using the excavated soil to cater for subsequent settlement of soil. |
| 3 | Removing excavated materials (soils) exc 50.00 mtr but not exc. 250 mtr and depositing where directed at a level not exc 1.50 mtr above the starting point in soil, complete all as specified and as directed. |
| 4 | Material and labour for plain cement concrete 1:4:8 type D2 using 40 mm graded aggregate as in foundations, filling and mass concrete complete all as specified. |
| 5 | Material and labourfor walling random rubble uncoursed well bonded, bedded and solidly hearted built in cement mortar 1:6 as in retaining walls, wing walls, abutment and the likes complete all as specified.Note: Precast PCC bond stone will be measured and paid seperarely against item here-in-after |
| 6 | Material and labour for providing, precast cement concrete 1:3:6 type C1 using 20 mm graded crushed stone aggregates as in, bond stone for stone walling,set in cement mortar 1:4 complete with joints to match complete all as specified. |
| 7 | Material and labour for 15 mm thick renderingin cement mortar 1:4 in two layers (10 mm +5 mm) other than fair faces of brick wall or concrete surfaces, finished the surfaces even and smooth without using extra cement with using approved Liquid Water Proofing Compound on second layer (5 mm) as per manufacturer instruction complete all as specified. Note: Liquid Water Proofing Compound shall be measured and paid including this item |
| 8 | Material and labour for providing, precast cement concrete 1:2:4 type B-1 using 20 mm graded crushed stone aggregatesas in , copings,set in cement mortar 1:6 and as directed by Engineer-In-Charge. |
| 9 | Supply and fix 110 mm dia PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in walls as in weep holes including all fittings i.e. junction, Tee, bend if required. Complete all as specified. |
| 10 | Material and labour for applying two or more coatsof 100% premium acrylic emulsion paint having VOC less than 50gm/litre and UV resistance as per IS-15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @1.43 litre/10 Sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 Sqm over new surfaces. |
| 11 | Material and labour Reinforced cement concrete M-25 (design mix) using graded stone aggregate as in foundation including rafters footings foundation beam plinth beam bases for column etc basement slab under reamed piles and mass concrete complete all as specified and directed. |
| 12 | Material and labour for Reinforced cement concrete M-25 (design mix) using graded stone aggregate as in columns, pillars, posts and struts etc complete all as specified and directed. |
| 13 | Material and labour Reinforced cement concreteM-25 grade with 20 mm graded aggregatebeams, cantilever, bressummers, lintels over 1.5 m span complete all as specified and directed . |
| 14 | Material and labour for Use and waste of flat formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work vertical or to batter for rough finished surfaces of concrete complete all as specified and directed. |
| 15 | Material and labour for use & waste ofForm work to sides of square, rectangular or polygonal pillars, posts, columns etc for flat rough finished surfaces complete all as specified and directed. |
| 16 | Material and labour for Use and waste of flat formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. for rough finished surfaces of concrete complete all as specified and directed. |
| 17 | Material and labour for TMT bars 8-10 mm dia , cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips,complete all as specified and directed. |
| 18 | Material and labour for TMT bars 5 mm dia and over upto and including 10 mm dia in stirrups, spacers & binders,cut to length, bent to shapes required, including cranking, bending spirally for hooping for 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. |
| 19 | Material and labour for precast cement concrete block masonry 1:3:6 TypeC-1 using 20 mm graded stone agggregate with solid blocks, exc 10 cm in width and setting in cement mortar 1:6 complete all as specified. |
| 20 | Supply and fix as in repair framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing confirming to Fe-410W (Gde-E-250) quality-A complete all as specified. |
| 21 | Material and labour for prepration new or previously untreated steel surfaces of any description, over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of zinc chrome primer complete all as specified. |
