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| 1 | Demolition of cement concrete of any description and in any position not otherwise specifically provided for such as copings, bands of any type, roof padding, kerbs, sunken, hard standing etc;overall thicknessand a part/portions of concrete. complete all as specified and as directed. |
| 2 | Dismantling glazed tiles/ kota stone/ terrazzo tiles any type as in dado/ skirting etc including cement mortar bedding ( but not backing ) complete all as specifide. |
| 3 | M&L for glazed ceramic coloured tiles of approved shade and pattern of size 350x 250x7mm/ 450X350X7mm/ 450X300X7 to 8mm thick or any other nearer size as approved by Engineer In Charge in vertical surface set and jointed in neat cement slurry and pointed in coloured cement to match over and including 10mm thick rendering in CM 1:4 as in backing coat of tiles complete all as specified and as directed. |
| 4 | M&L for 16-18mm thick granite (colour as approved) work (table rubbed and polished) in steps, shelves, jambs, pillars, window-cills, cooking platforms (vertical/ horizontal) and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite over and including 10mm thick screed bed or bedding layer in CM 1:4 complete all as specified and as directed. |
| 5 | M&L for machine cut kota stone slab flooring 18-20 mm thick over cement screed base laid and jointed with greycement slurry mixed with pigment to match the shade of the slab including rubbing and mirror polishing over and including 15mm thick screed bed or bedding layer in CM 1:4 complete all as specified and as directed. |
| 6 | M&L for mirror polished machine cut Kota stone slab 15-16 mm thick in riser of steps, skirting, dado and pillar laid over and including 10mm thick rendering in CM 1:4 and jointed complete all as specified and as directed. |
| 7 | M&L for Jodhpur stone slabs, machine cut (dressed face) 7.5cm to 10cm thick, 25cm to 35cm wide, hoisted (vertical or horrizontal) and set, jointed and grouted cement mortar 1:3 including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade ofstone slab making with cutting of groove as required etc;complete all as specified and as directed. |
| 8 | M&L for Jodhpur stone wall cladding slabs, machine cut (dressed face) uniform colour of each stone size area exceeding 0.25 sqm and not exceeding 0.5 sqm and 25-30mm thick, hoisted (vertical or horrizontal) and set, jointed and grouted cement mortar 1:3 including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade ofstone slab making with cutting of groove as required etc; complete all as specified. |
| 9 | M&L for Jodhpur stone wall cladding slabs, machine cut with hammer dressed facework uniform colour of each stone size area not exceeding 0.25 sqm and 35-40mm thick, hoisted (vertical or horrizontal) and set, jointed and grouted cement mortar 1:3 including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade ofstone slab making with cutting of groove as required etc; complete all as specified. |
| 10 | Demolation precast cement concrete louvres/ jalies/ Kungura any type and any thickness including all types of mouldings etc set in cement mortar complete all as specified. |
| 11 | M&L Providing precast cement concrete 1:2:4, type B0 using 12.5mm graded crushed stone aggregate louvres and jallies, 35mm thick (measured solid), including all mould-ings but excluding frame (Pre cast frame shall be measured separately and paid for under respective item) and Set in cement mortar 1:4 complete all as specified and as directed. |
| 12 | M&L Providing precast cement concrete 1:2:4, type B0using 12.5mm graded crushed stone aggregate as in precastframe for fixing of RCC louvers & Jallies (measured solid), including all mouldings of shape & design/ pattern as approved 10 cm X 10 cm X length exceeding 60cm but not exceeding 90cm long each and set in cement mortar 1:4 complete all as psecified and as directed. |
| 13 | M&L Providing precast cement concrete 1:2:4, type B0 using 12.5mm graded crushed stone aggregate Kungura, 60cm long, 30cm hight and 30mm thick (measured solid), including all mould-ings etc; (with plain or interlocking joints as directed) set for edgings etc; embedded in position including all necessary excavation, tamping ground arround blocks and removal of rubbish/ surplus soil etc., complete all as specified and directed by Engineer-in-Charge. |
| 14 | M&L for 75mm thick PCC 1:4:8 type D-2, (40mm graded stone aggregate) as in sub floor, sub bases, floor and paving etc; complete all as specified. |
| 15 | M&L for 60mm thick factory made pre cast cement concrete rubber moulded laquer finish using chemical and admixure inter locking tiles having compressive strength not less than 350 kg/Sqcm,of shape and colour as approved by GE , laid over and including 25mm thickcompacted approved sand cushioned surface, joints filled by fine sand and compacting the top surfaces of paver blocks after laid etc of approved make all as specified and as directed. |
| 16 | M&L for factory made precast cement concrete solid blocks M-30 Grade, using 20 mm graded crushed stone aggregate as in kerb stones of any size (with plain or interlocking joints as directed) set in cement mortar 1:4 for path edgings etc; embedded in position including all necessary excavation, tamping ground arround blocks and removal of rubbish/ surplus soil etc., complete all as specified and directed by Engineer-in-Charge. |
| 17 | M&L for cement concrete (1:2:4) type B-1 using 20 mm graded stone aggregate as in kerbs or benching etc including necessary form work complete all as specified. |
| 18 | Dismantling of stone/ brick work masonry, built in cement mortar including all quions, arches, pillars etc, but excluding ashlar facings, dressed stone work,serviceable stone aside for reuse and removing unserviceable material in low laying area complete all as specified and as directed. |
| 19 | M&L for squared rubble walling jodhpur type, brought upto course, well bonded bedded and solidly hearted, built in cement mortar 1:6 complete all as specified and as directed. |
| 20 | -ditto- all asper above item but, except stone complete all as specified and as directed. |
| 21 | Extra over for hammer dressing to face stones with maximum depression on face from a straight edge not exc 20mm and dressing face beds and joints as specified to squared rubble walling,Jodhpur type, brought upto courses all as specified and as directed. |
| 22 | Material and Labour PCC 1:3:6 type C-1 (using 20mm graded stone agg) as in surface channels and drain,laid to slope complete all as specified and as directed. |
| 23 | Extra for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement, including forms,moulds ends etc; material and labour complete all as specified and as directed. |
| 24 | M&L for plain cement concrete 1:2:4 type B-1,using 20mm graded stone aggregates as in coping to drain walls including necessary formwork complete all as specified and as directed. |
| 25 | Demolition/ scarifying or picking gravelled, macadam or bituminous macadam surfaces of existing road surface up to water bound macadam (WBM), sub base & base courses any thickness and any specifications, below or above ground level including removing debris from the site etc; complete all as specified and as directed. |
| 26 | Excavation in trenches n.exc 1.5 m wide & n.exc 1.5 m in depth for foundation etc; or for shafts, wells, cesspits, manholes, pier holes, etc n.exc 10 Sqm on plan and n.exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and as directed. |
| 27 | Demolition by breaking up drain pipes salt glazed stone ware pipe, AC, Reinforced concrete etc; any type of 450mm internal dia of pipe and jointed in cement mortar and taking out of root trenches removing the debries from site complete all as specified and directed |
| 28 | M&L for Reinforced concrete pipes, 450mm bore, class NP-2, laid in trenches and jointed in cement mortar as specified complete with collars complete all as specified. |
| 29 | M&L for cement concrete (1:4:8) type D-2 for 450mm dia pipebed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested in complete all as directed and specified |
| 30 | Returning,filling in,including spreading,levelling,watering and well ramming in layers not exc 25 cm each layer in hard/dense soil all as specified and directed. |
| 31 | Removing excavated soil n exc 50 m and depositing where directed at a level n exc 1.5 m above the starting point all as specified and directed. |
| 32 | M&L for refinish to road cut with putting ready mix cold road patching premix as specified forthin premixed carpet of 50mm thick (average thickness) filled up to the top level of road and match with existing, well rammed (including supply of materials) and compacted with hand roller, including 150mm thick 1:3:6, type C2 (40 mm graded aggregate), over 150mm hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers, watered and rammed to a true surface of broken stone or boulders including cleaning of top surface of sub floor, sweeping free from dust and mud or water etc; complete all as specified and as directed. |
| 33 | Taking down cement plaster, any description, on brick or stone walls etc, including raking out joints, hacking for key, scrubbing down with water etc and disposal of debris complete all as specified and as directed |
| 34 | M&L for rendering 15 mm thick in CM 1:6 over stone masonary, concrete surfaces, finished even and smooth (without using extra cement), all as specified and as directed. |
| 35 | M&L for 15 mm thick rendering on stone masonary wall surfaces in CM 1:4finished fair and even all as specified and as directed. |
| 36 | Raking out joints/ pointing to squared rubble masonry, coursed or uncoursed in walls, surface channels, etc; built in cement mortar complete all as specified and as directed. |
| 37 | M&L flush pointing to random rubble masonry, uncoursed or brought upto courses in cement mortar 1:4 complete all as specified and as directed. |
| 38 | Preparation of newplastered surfaces of walls etc. and M&L for applying three coats of limewhite wash on walls complete all as specified. |
| 39 | Preparing new plastered/ pointed surfaces and M&L for applying concrete primeras required incl preparing the surfaces smooth by rubbing and / or sandpapering and M&L two coats of cement base paint on new plastered surfaces all as directed by Engr in charge. |
| 40 | Dismantlingposts or struts (wood, steel or RCC) any section, including taking out embedded portion from hardcore, concrete work or masonry work complete all as specified. |
| 41 | Dismantling barbed wire mesh/ chain link / fencing wire from any type of posts etc. |
| 42 | Excavation in post holes in soft/ loose soil not exceeding 0.50 Cubic metre each and getting out, returning, filling in and ramming earth or broken rubble moxed with earth around,in layers not exceeding 25cm, watering and removal of surplus spoil to a distance not exceeding 50 metres and making good surface complete all as specified. |
| 43 | S&F for Mild steel work as in angle iron posts or struts for fencingconforming to Fe-290 Gde E-165 as directed, including cutting top to ashape as directed, drilling holes, notching for wire etc including cutting and twisting necessary drilling, bolting and revieting or welding etc and similar works complete all as specified |
| 44 | M&L for PCC (1:3:6) type C-2 using 40mm graded stone aggregate as in foundation filling and mass concrete, complete all as specified. |
| 45 | S&F galvanised iron two strand steel barbed wire 2.24mm dia, barbed with 2mm dia barbs @ 75mm c/c spacing and straining and fixing to any type of standard rail, straining bolts including securing or tying at crossing with and provision of galvanised mild steel wire, stappies or steel pin, complete all as specified. Note : Each line of wire to be measured. |
| 46 | Supplied only chain link MS galvanised fencing any size or type complete all as directed by Engineer-in-Charge. |
| 47 | Fixing only chain link fencing including line wire, any mesh, size and type to any type of standards, rails, straining bolts, etc; including provn of binding wire complete all as specified. |
| 48 | MS nuts and bolts (machine made) with hexagonal or square heads at one end and screwed the other or screwed both ends, each screwed end to be provided with one washer and nut. |
| 49 | Dismantling wrought iron or mild steel work of any description and in any position not otherwise specifically provided for (framed/ unframed work) complete all as specified. |
| 50 | S&F for framed work as in doors chowkats of MS angle iron or MS hollow square/ rectangular any type/ size with gusset plates, rails, braces,cooler stand, chajja framed complete drilled for fixing of door etc; to be prepared for hanging with and including hold fasts and locking arrangements confirming to FE- 290 (Gde-E- 165) complete all as specified and directed by Engineer-in-charge. |
| 51 | S&F for roof trusses (Framed), trussed, purlins, crane gantries, rails and fastenings and heavy brackets framing (Beam, tee, angle, channel, flat or MS hollow square/ rectangular any type, size/ sections), includingdistance pieces, cleats etc conforming toFE- 290 (Gde-E- 165), including fabrication, erraction and fixing complete all as specified. |
| 52 | Dismantling Plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings, complete all as specified. |
| 53 | S&F Pre-painted galvalume aluminum zinc coating GI based corrugated (as directed) steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws as specified. |
| 54 | --Ditto-- but plain sheet |
| 55 | Dismantling boarding ofany description fixed in any position with nails, complete all as specified. |
| 56 | S&F in repair PVC hollow wall lining interlocking type 5-7mm thick plain/ coloured, fitted into the wall with PVC rawal plugs and steel screws including fillets on joints as per manufacturers instruction complete all as specified and directed by Engineer in charge. (Note:- If any minor electricial fittings and fixtures are disturbed these will be and fixed as per existing.) |
| 57 | S&F in repair PVC hollow false ceiling interlocking type 5-7mm thick plain/ coloured, fitted with MS hollow grid (light weight) section 25mmx25mmx1mm thick including fillets on joints, with hanging arrangements andincluding maintain levels with adjustable clips, complete all as specified complete all as specified and directed by Engineer in charge. (Note:- If any minor electricial fittings and fixtures disturbed these will befixed as matching as per existing.) |
| 58 | S&F in repair Gypsum board 6-8mm thick in ceilling fixed with screw as per manufacturer\"s instructions, plain/ colour fixed with steel snap grid (powder coated bottom side) with \"T\" and \"L\" (25mmx30mmx1.00mm thick) section of size 600mm x 600mm placed in ceiling \"L\" section fixed to wall with PVC rawal plugs and steel screws @ 600mm centre to center, includingprovided 5.0 mm dia galvanised bars/ wire suspended @ 1.80 mtr centre to center both sides proper hanging arrangements and maintain levels with adjustable clips, complete all as specified and directed. (Note:- If any minor electricial fittings and fixtures disturbedthese will befixed as matching as per existing). |
| 59 | Preparing new or previously untreated surfaces of steel or iron work of any description and girth over 10cmand M&L for applying two coats of synthetic enamel paint over one coat of red oxide primer complete all as specified andas directed. |
| 60 | Preparing new steel surfaces and M&L for treating ends of posts etc., with coal tar black paint area tarredexc0.10 Sqmbut not exc 0.50 Sqm each |
| 61 | Preparing new or previously untreated surfaces of stone/ concrete any description not otherwise described over 10cm width or girth and M&L for applying two coats of synthetic enamel paint over one coat of priming paint plaster coat complete all as specified and directed. |
