|
| 1 | Demolishing brick work in cement mortar manually/ by mechanical means including stacking of serviceable materials and disposal of unserviceable materials within 50 meter leads as per direction of Engr -in- Charge |
| 2 | Material & Labour for brickwork with non-modular fly ash bricks confirming to IS: 12894, class designation 10 average compressive strength in super structure straight or curved on plan exc 6m mean radius built in cement mortar 1:6 (1 cement: 6 Coarse Sand) all as specified and directed by Engg-in-charge. |
| 3 | Labour only for brickwork with serviceable bricks obtained from srl Item No.1, straight or curved on plan exc 6m mean radius, built in cement mortar 1:4 (1 cement: 4 Coarse Sand) all as specified and directed but except bricks as per direction of Engg-in-charge . |
| 4 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster Sqm including disposal of rubbish to the dumping ground within 50m lead complete all as specified and directed by Engg-in-charge. |
| 5 | Material & Labour for Rendering 15 mm thick in fair faces of brick work or cement concrete surfaces in Cement Mortar 1:4 (1 cement: 4 Coarse Sand) finished even and smooth upto 10m height above ground level in fine sand including all arrangements of scaff-folding complete all as specified and directed by Engg-in-Charge. |
| 6 | Material & Labour for finishing walls with water proofing cement paint of required shade of New work (Two coats of applied @3.84 kg/10 Sqm) over a coat of water thinnable cement primer complete all as specified and directed by Engg-in-Charge. |
| 7 | Material & Labour for preparation of surface and two coats of wall painting with acrylic emulsion paint, having VOC (Volatile organic Compound) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour complete all as specified and directed by Engg-in-Charge. |
| 8 | Material & labour for finishing wall New work (Two coats applied @1.43 litre/10 sqm over and including priming coat of exterior primer applied @0.90 litre / 10Sqm) with 100% premium acrylic emulsion paint having VOC less than 5 gm/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 complete all as specified and directed by Engg-in-Charge. |
| 9 | Material & labour for Painting on New steel surface (Two coats) including a coat of approved steel primer (red Oxide Primer) with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade complete all as specified and directed by Engg-in-Charge. |
| 10 | Material & Labour for applying two coats incl preparation of old surface (Steel/Wooden) and painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade complete all as specified and directed by Engg-in-Charge. |
| 11 | Demolishing unreinforced cement concrete in manually/ by mechanical means of nominal concrete including removal of old tar felt, plastering, concrete mugs, tiles, tree roots etc to disposal of material within 500 metres lead complete all as specified and directed by Engg-in-Charge. |
| 12 | Material & Labour for laying plain cement concrete 1:3:6 (1 Cement: 3 Coarse sand (Zone-III) derived from natural sources: 6 Graded stone aggregate 20 mm nominal size derived from natural resources) complete all as specified and directed by Engg-in-Charge. |
| 13 | Material & Labour for laying plain cement concrete 1:2:4 (1 Cement: 2 Coarse sand (Zone-III) derived from natural sources: 4 Graded stone aggregate 20 mm nominal size derived from natural resources) as in copings, bed blocks etc., complete all as specified and directed by Engg-in-Charge. |
| 14 | Material & Labour for laying Broken glass on top of walls with 25 mm thick in cement mortar 1:3 and firmly embedding broken glass at the rate of 10 Kg per Sqm complete all as specified and directed by Engg-in-Charge. |
| 15 | Material & Labour for laying G.I. Barbed wire Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 Kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc., complete all as specified and directed by Engg-in-Charge.Payment to be made per metre cost of total length of barbed wire used. |
| 16 | Dismantling steel work in built up section in angles, tees, flats and channels including all gussets plate, bolts, nuts, cutting rivets, welding etc, including dismembering and stacking within 50m complete all as specified and directed by Engg-in-Charge. |
| 17 | Supply and fixing of steel work welded in built up sections/ framed work, grill, gratings, posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc., including all necessary drilling, bolting or riveting etc., and similar works confirming to Fe 290 Gde-E-165 and applying a priming coat of approved steel primer using structural steel etc. complete all as specified and directed by Engg-in-Charge. |
| 18 | Supply and fixing concertina coil fencing with tape concertina coil 600 mm dia 10 metre openable length (total length 90 m), having 50 nos rounds per 6 meter length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I.barbed wire tied to angle iron, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/sq.mm with tape (0.52 mm Thick) and weight 43.478 gm/Metre (cost of M.S. angle, C.C. blocks shall be paid separately) complete all as specified and directed by Engg-in-Charge. |
| 19 | Dismantling precast concrete or stone slabs in walls, partition walls etc., thickness upto 40mm including stacking within 50m lead complete all as specified and directed by Engg-in-Charge. |
| 20 | Material and labour for stone tile work for wall lining upto 10m height with special adhesive over 12 mm thick bed of cement mortar, including pointing in white cement with an admixture of pigment to match the stone shade, 8mm thick (mirror polished and machine cut edge) granite stone of any colour and shade complete all as specified and directed by Engg-in-Charge. Please Enable Macros to View BoQ information |
