|
| 1 | Note :(i) Please refer Sch A/ BOQ Notes before quoting the tender for all phases/ items mentioned below.(ii) Amount of Schedule of credit shall be deducted offline |
| 2 | Excavating in trenches, n exc1.5 m wide and n exc 1.5 m in depth for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. nexc 10 sq m on plan and n exc1.5 m in depth and getting out in sof/loose soil complete all as specified and directed. |
| 3 | Returning filling in including spreading,levelling,watering and well ramming in layers not exe 25 cm complete all as specified and directed. |
| 4 | Removing excavated materials n exc 50 m and depositing where directed at a level n exc 1.5 m above the starting point complete all as specified and directed. |
| 5 | M&L for cement concrete type D2, 1:4:8 (using 40 mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and directed. |
| 6 | M&L for reinforced cement concrete type B1 1:2:4 (using 20 mm graded stone aggregate ) as in foundation including raft, footings, basement slab and mass concrete complete all as specified and directed. |
| 7 | Use & waste for 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 finishedsurfaces complete all as specified. |
| 8 | S&F of mild steel TMT bars 10mm dia and over, 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 0.9mm dia or securing with clips complete all as specified and directed. |
| 9 | S&F of mild steel TMT bars 6 to 8 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 0.9mm dia or securing with clips complete all as specified and directed. |
| 10 | Supply and fix roof trusses (framed), trussed, purlins, braces, crane gantries, rails and fastenings and heavy bracket framing (beam, tee, angle, tubular, channel or flat sections) including distance pieces, cleats etcFe 410-W(GdeE- 250)quality-A complete all as specified and as directed. |
| 11 | S&F for plate girder or single stanchions, built up of one beam or channel section with flange plates, caps, bases. splices, angle brackets, cleats and other connectionsFe 410-W(GdeE- 250)quality-A complete all as specified and as directed. |
| 12 | Supply and fix plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachmentFe 410 -W(GdeE- 250) quality-Acomplete all as specified and as directed . |
| 13 | Supply and fix mild steel, screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends each screwed end to be fitted with washers and one hexagonal or square nut of length n.exc 5 cm and 5 to 10mmdia of neck complete all as specified and as directed. |
| 14 | S&F of pre-painted galvalume aluminum zinc coating GI based corrugated steel sheeting 0.50 mm thick of an colour having tensile strength of 550 Mpa (AZ-150) as in roof covering / cladding to wall, chajjas, etc. and fixed with self tapping screws complete all as specified and directed |
| 15 | S&F of pre-painted galvalume aluminum zinc coating GI based corrugated steel sheeting 0.50 mm thick of an colour having tensile strength of 550 Mpa (AZ-150) as in ridges, hips, valley gutters, drip, straight flashing etc. (length and gith as fixed) and fixed with self tapping screws complete all as specified and directed |
| 16 | Material and labour for two coat of synthetic enamal paint over acoat of red oxide primer on steel surface of any description over 10cm widht or girthincluding preparation of new steel surfaces complete all as specified and directed. |
| 17 | Excavating over areas, under floorn exc 1.5m deep and getting out soft/loose soil of below floor complete all as specified and directed. |
| 18 | Material and labour for moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete all as specified and directed. |
| 19 | M&L for hardcore broken stone or boulderof gauge n exc. 63mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed. |
| 20 | M&L for 75 mm thick cement concrete type D2, 1:4:8 (using 40mm graded stone aggregate) as in sub basecomplete all as spciified and directed |
| 21 | M&L for 100 mm thick cement concrete type D2, 1:4:8 (using 40mm graded stone aggregate) as in sub basecomplete all as spciified and directed |
| 22 | M&L for machine pressed precast concrete interlocking paver block 60mm thick M-35 grade any shape and size with gray cement & pigment confirming to IS-15658-2006 fixed with grey cement and no pigment including 50mm thick sand cushionunder inter locking paver and joint filled by sand floors complete all as specified and directed |
| 23 | M&L for 150mm thick cement concrete type B1,1:2:4(using 20 mm graded stone aggregate) laid in floor not execeeding 4.50 Sqm and 10mm joint shall be filled with bitumastic gola with 80/25 bitumen (1 part bitumen and 3 parts sand), finished the surface even and smooth without using extra cement complete all as specified and directed. |
| 24 | M&L for brick work with sub class ‘B’ bricks (modular size bricks) straight or curved on plan exc 6 m mean radius, built in CM 1:6 complete all as specified and directed. |
| 25 | M&L for brick work with fly ash bricks (modular size bricks) straight or curved on plan anyradius in half brick thick walls, built in CM 1:4 complete all as specified and directed. |
| 26 | M&L for rendering 15mm thick in cement mortar (1:6) onfair faces ofbrick work or concrete surfaces, finished the surface even and smooth without using extra cement complete all as specified and as directed. |
| 27 | M&L for two coats of white wash on newly plastered surfaces of wall including preparation of new surfaces all as specified and directed |
| 28 | Surface excavation n exc 30 cm deep and averaging 15 cm deep and getting out in any type of soil complete all as specified and directed. |
| 29 | M&L for cement concrete 1:2:4, type B1 (using 20mm graded aggregate) as in coping benching and similar work complete all as specified and directed. |
| 30 | M&L for reinforced cement concrete 1:2:4, type B1 (using 20 mm graded stone aggregate) as in columns, pillars, piers, posts and struts complete all as specified and directed. |
| 31 | M&L for reinforced cement concrete 1:2:4, type B1 (using 12.5 mm graded stone aggregate) as in chajjas complete all as specified and directed. |
| 32 | M&L for reinforced cement concrete 1:2:4, type B1 (using 20 mm graded stone aggregate) as in Beams, cantilevers, bressummers lintels over 1.5m span complete all as specified. |
| 33 | M&L for reinforced cement concrete 1:2:4, type B1 (using 20 mm graded stone aggregate) as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified. |
| 34 | Use & waste for formwork to sides of pillars, posts, struts, piers, columns and stanchions flat surface for roughfinished surface complete all as specified and directed. |
| 35 | Use & waste for formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc. flat surface for rough finished surface complete all as specified. |
| 36 | Use & waste for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (horizontal or sloping), etc. flat surface for rough finished surface complete all as specified. |
| 37 | M&L for 18 to 20 mm thick granite stone slab (any type) (table rubbed and polished) as in steps, jambs, pillars, window & door cills, cooking platforms, counter, shelves and like in cement mortar (1:4) over and including 15 mm thick screed bed in CM 1:4 and pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite including making the edges bullnosed complete all as specified and directed. |
| 38 | Use & waste for formwork to sides of pillars, posts, struts, piers, columns and stanchions flat surface for roughfinished surface complete all as specified and directed. |
| 39 | Use & waste for formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc. flat surface for rough finished surface complete all as specified. |
| 40 | Use & waste for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (horizontal or sloping), etc. flat surface for rough finished surface complete all as specified. |
| 41 | M&L for 18 to 20 mm thick granite stone slab (any type) (table rubbed and polished) as in steps, jambs, pillars, window & door cills, cooking platforms, counter, shelves and like in cement mortar (1:4) over and including 15 mm thick screed bed in CM 1:4 and pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite including making the edges bullnosed complete all as specified and directed. |
| 42 | Rounding to edges of stone slabs one edge, such as in steps, cooking platform, and other similar situations |
| 43 | M&L for 40 mm thick cement concrete M-15 (Nominal mix) type B-0 (using 12.5mm graded crushed stone aggregate ) as in flooring, finished even & smooth without using extra cement to receive floor finishes complete all as specified and directed. |
| 44 | M&L for 75 mm thick PCC 1:3:6 type C2 (using 40 mm graded stone aggregate) as in plinth protection, aprons, hard standing, path and like; finishing the surfaces even and smooth without using extra cement with and including making the grooves in bays n exc 2 m in length and cutting dummy joints 65 x 10 mm @ 3 m interval and at corners and filling the same with bitumen mastic 1:3 complete all as specified and directed. |
| 45 | M&L for 15 mm thick rendering in CM 1:4 on brick/concrete/stone masonry surfaces, finishing the surfaces even and smooth without using extra cement including mixing water proofing compound complete all as specified and directed. Note: WPC will be measured and paid separately. |
| 46 | Supply only integral water proofing compound, complete complete all as specified and directed. |
| 47 | M&L for preparing new plastered or unplastered surfaces of walls and applying two coat of cement paint, complete all as specified and directed. |
| 48 | M&L for preparation of newly plastered surfaces of wall & applying two coats coats of oil bound distemper over a coat of primer complete all as specified. |
| 49 | M&L for providing water proofing treatment with polymeric standard water proofing membrane complete all as specified and directed.. (Note:- (a) Applying 15 mm thick plaster in cement mortar (1:3) using water proofing compound to roof and similar work finished the surface even and smooth without using extra cement.(b) Applying evenly a tack coat of industrial bitumen 85/25 @1.20 Kg/sqm.(c) Supplying and laying APP based polymeric membrane minimum weighing 3kg/sqm and minimum 3mm thick reinforced with polyster non woven fabric (wt. not less than 150 gms/sqm) land on primed surface by torch forced application including coping on the surfaces with torch application of membrane with 15cm over laps in sides and 10cm over laps in centre.(d) Applying two coats of aluminium paint @ 0.2 kg/sqm complete all as directed. (e) Ponding test shall be done for 72 hrs. |
| 50 | Deduct Schedule of credit (calculation will be done off line)Rs. 0.00 |
