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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 etc; overall thickness and removing the dust debris etc to a distance not exc 250 meter from site and disposing the same complete all as specified and as directed by Engineer in charge. |
| 2 | M&L for plain cement concrete 1:2:4 type B0 using 12.5mm graded stone aggregates as over roof for making good depression/ undulation to make the existing roof surfaces as filling in depression of roof slab/ floor padding/ roof kerbs rounded or chamfered on edges etc complete all as specified and as directed. |
| 3 | M&L providing and applying roof treatment as following stage:-(i) Apply 1st coat of PU coating ( Shaliurethane LHM @ 650gm/Sqm or equivalent by brush/roller/spray. Spread non-woven geo-textile or glass fiber tissue of 45 GDM with overlaps of 50 mm in both directions when the surface is still tacky, this is optional,to be assessed as per site requirements to achieve higher mechanical properties.(ii) Allow 1st coat to dry for 10-12 Hrs.(iii) (Apply 2nd coat of PU membrane (ShaliUrethane LHM @ 650gm/sqm or equivalent)as per manufacturs instructions. Extend waterproofing treatment up to 200 mm and terminate into groov on the parapet wall.(iv) Protect the applied liquid membrane by sprinkling sand @ 200gm/Sqm over the final coating when the surface is still tacky to facilitate plastering, and including 25 mm thick plastering in CM 1:3 with admixture and WPC.Note No-1:- treatment shall be done though authorised representative of manufacture's instructions. |
| 4 | M&L for plain cement concrete 1:3:6 type C-1,using 20mm graded stone aggregates as in coping to parapet walls including necessary formwork complete all as specified and as directed. |
| 5 | Supply only integral water proofing liquid ISI marked Make: Pidiproof LW |
| 6 | Demolition of cement concrete (unreinforced) in ground floor not exceeding 15cm thickness below or above ground level including floor finishes and removing debris from the site all as specified and as directed. |
| 7 | Dismantling Stone slabs and tiles of any description or thickness in floors, aprons etc.; laid bedded and pointed in any mortar including cement mortar bedding (but not backing) complete all as specifide. |
| 8 | Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises. |
| 9 | M&L for non skid ceramic tiles 10mm thick (square/ rectangular) area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 15mm thick screed bed or bedding layer in CM 1:4 complete all as specified and as directed. |
| 10 | M&L for non skid ceramic tiles 10mm thick (square/ rectangular) as in skirting / dado, cut out of ceramic tiles of size exceeding 0.11 sqm but not exceeding 0.38 sqm, (Matching with floor tile of the same room) set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 10mm thick rendering in CM 1:4 complete all as specified and as directed. |
| 11 | M&L for non skid ceramic coloured tiles of approved shade and pattern, 7 to 8 mm thick , area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm laid in floor, set and jointe (square/ rectangular) in neat cement slurry and pointed in coloured cement to match over and including 15mm thick screed bed or bedding layer in CM 1:6 complete all as specified and as directed. |
| 12 | M&L for glazed ceramic colored tiles of suitable color and design that are 350 x 250 x 7 mm, 450 x 350 x 7 mm, 300 x 450 x 7 mm, or any other size that is closer to that as authorized by the engineer in charge. The tiles must be set vertically, joined in a clean cement slurry, pointed in a matching color, and have a 10 mm thick rendering in CM 1:4 as the backing coat complete all as specified and as directed by Engineer-in-charge. |
| 13 | M&L for 16 -18mm thick granite (black colour) work (table rubbed and polished) in floor etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over and mouling including 15mm thick screed bed or bedding layer in CM 1:4 complete all as specified and as directed. |
| 14 | M&L for machine cut kota stone slab flooring 18-20 mm (+ 2mm) thick over cement screed base laid and jointed with grey cement 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. |
| 15 | 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. |
| 16 | M&L for Cement concrete (1:2:4) type B-1 using 20 mm graded stone aggregate as in plinth protection, 50 mm thick, surfaces finished even and fair without using extra cement including provision of construction joints complete all as specified. |
| 17 | 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. |
| 18 | Providing and laying 60mm thick factory made table vibratory, PU mould, chamfered edge cement concrete coloured paver block of M-25 grade with approved design & pattern as in footpath, drive ways or parking etc; over and including 50mm thick compacted bed of fine sand and proper embedding/ laying of inter locking paver blocks into the sand bedding layer, filling the joints with sand and cutting of paver blocks as required, complete all as specified and as directed. |
| 19 | 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. |
| 20 | 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. |
| 21 | Demolition of stone/brick masonry, comprising all quions, arches, pillars, and other structures made in cement mortar, but without ashlar facings, dressed stone work, or suitable stone set away for future use, as well as the removal of unusable material from low-lying areas complete all as specified and as directed by Engineer-in-charge. |
| 22 | M&L for brick work with fly ash bricks (old size bricks), straight or curved on plan exc 6mtr mean radius, built in cement mortar (1:6) complete all as specified and as directed. |
| 23 | 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 |
| 24 | 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. |
| 25 | M&L for 15 mm thick rendering on stone masonary wall surfaces in CM 1:4 finished fair and even all as specified and as directed. |
| 26 | M&L for 10mm thick rendering in CM 1:3 on ceiling surfaces finished surfaces even and smooth without using extra cement complete all as specified and as directed. |
| 27 | M&L for carrying out water proofing treatment for sunken portion in the following stages - (i) Taking down of existing sunken slab treatment from the sunken portion and cleaning the surfaces washing down with water and rubbish of the pemises , cleaning and filling cracks with sealing compound, brushing neat cement slurry @ 3.00kg/sqm and grouting 25mm thick cement concrete type B-0 (1:2:4) using 12.5mm graded stone aggregate on sunken slab portion and finishing the top surfaces even and smooth without using extra cement. (ii) M&L for two coat of acrylic cementitious water proofing coating (Dr FIXITpidifin 2k manufactured by M/s Pidilite Industries Ltd or equivalent) and followed by a overlay protective screed (10mm thick cement mortar (1:4) along with liquid water proofing compound approved make as per manufacturer's instructions) on top surfaces of sunken slab after preprations as mentioned above. Method of application for acrylic cementitious water proofing coating achieved as per manufacturers instruction complete all as specified and directed. |
| 28 | Dismantling cast iron work of any description and in any position complete all as specified. |
| 29 | S&F 100mm bore cast iron soil, waste and vent pipes (sand cast pipes) in any length with or without ears, laid in trenches or in floor etc; complete all as specified. |
| 30 | S&F 100mm bore cast iron soil, waste and vent pipes (sand cast pipes) in any length with or without ears, fixed to walls etc; complete all as specified. |
| 31 | S&F 75mm bore cast iron soil, waste and vent pipes (sand cast pipes) in any length with or without ears, laid in trenches or in floor etc; complete all as specified. |
| 32 | S&F 100mm bore pipe cast iron 'P' or 'S' trap, complete all as specified. |
| 33 | S&F 75mm bore pipe cast iron 'P' or 'S' trap, complete all as specified. |
| 34 | S&F 100mm bore pipe cast iron cowls, complete all as specified. |
| 35 | M&L cast iron up to 150mm bore fittings of Bends (any type, radious and angle) tapers any type, (straight, bend, increasing, decreasing or double socket etc.) Tee pieces, single branch, 'Y' junctions, double branch, cross (all sockets or socket and spigot) collars, caps and plugs etc; complete all as specified. |
| 36 | M&L 100mm bore cast iron pipes and fittings joints or connections are filled/ sealed properly by epoxy sealant of ISI mark or M-Seal apply as per manufacturing instructions, complete all as specified. |
| 37 | M&L 75mm bore cast iron pipes and fittings joints or connections are filled/ sealed properly by epoxy sealant of ISI mark or M-Seal apply as per manufacturing instructions, complete all as specified. |
| 38 | S & F of Pipe Supporting Clamping - Single Pipe of dia 110 mm (4\\") down take pipe fixing done with Clamping System consists of Profile Bracket + Continuous Slotted C Channel + U Bolt Rubber Sleeve mounted System running vertically with wall distance 75 mm (3\\"): Pipe Support Clamping made of : 1. Profile Bracket having Wall Distance 75 mm (3\\") made of Low Carbon Hot Roll Gauge Corrected Oil Pickled and Drawn (HROP D) Steel (IS 1079); material size 32 mm x 3 mm with ribs and notch are Hot Dip Galvanzied + Zn Al Flake coated having Salt Spray Test (Test method - ASTM B-117-2019) result 2000 hrs with SS304 Hex Flange Bolt with Serration 5/16 x 3/4 (A/F 13mm) as per DIN 6921and SS304 Hex Flange Nut BSW 5/16 x 18 x 8 x 13 with Serration as per DIN 6923. 2. Continuous Slotted \\"C\\" Channel with ribs to be used of size 250 mm (10\\") made of Low Carbon Hot Roll Gauge Corrected Oil Pickled and Drawn (HROP D) Steel (IS 1079) are Hot Dip Galvanzied + Zn Al Flake coated with material thickness of 3mm. 3. U bolt Rubber Sleeve mounted are made of low carbon mild steel with Rod diameter 7 mm approx.; Zn Al Flake coated with noise absorbing semi transparent ribbed silicon rubber sleeve; with Hex Flange Nut BSW 5/16 x 18 x 8 x 13 with Serration set as per DIN 6923 - Zn Al Flake coated. Hotdip Galvanizing: As per IS 2629 (1985) - 610 grams/m2 (> 85 microns). Material Grade : IS 1079 used as per MTC confirms to EN 10204 3.1. Material Qty. for one unit : 1. Profile Bracket Wall distance 75 mm (3\\") - 2 Nos. 2. Continuous Slotted C Channel of Size 250 mm (10\\") - 1 No.; 3. U Bolt Rubber sleeve mounted for 110 mm (4\\") CI or PVC Pipe Dia. - 1 No.; and 4. Fixing Nail Zn coated of thickness 6.5 mm and length 63 mm (2 1/2\\") - 4 nos. Fixing Details: Pipe Support Clamping Unit to be fixed at every metre distance in the duct as specified in Chief Engineer Jodhpur Zone Technical Drawing (TD) of Factory Made Pipe Supporting System : CEJZ/TD/102. |
| 39 | All as item No 38 but 75 mm dai (3\\") down take pipe complete all as specified.. |
| 40 | M&L for cement concrete type E-2, 1:5:10 (40mm graded crushed stone aggregate) as in sunken portion complete all as specified. |
| 41 | Demolition of RCC work as in Roofs, floors (other than ground floors), beams, stair cases, landing, chajjas and similar suspended work incl (reinforcement cut as required to facilitate demolition) |
| 42 | M&L for rein forced cement concrete 1:2:4 type B1 using 20 mm graded stone agg as in copings, kneelers, apex stones, bed plates, kerbs lintels upto 1.5m clear span, cills, steps; seismic and other similar bands including necessary formwork, not provided including weathering, slightly rounded or chamfered angles and throating, |
| 43 | M&L for Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, includingcranking, bending spirally for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia |
| 44 | M&L for providing steel scafolding & formwork etc for supporting RCC Slabs,chajja etc for carrying out the rehabilitation works complete all as specified & directed . Note:- The steel scaffolding & formwork etc catered for in the items above is for supporting the RCC members during the period of their structural rehabilitation. The scaffolding & formwork shall not be removed until the RCC members have gained sufficient strength. The decision of GE shall be final conslusive & binding in respect of the extent to which the formwork is to be provided & time of its removal. |
| 45 | S&F in repair 40mm bore steel water tubing medium grade galvanised inserted at the end of lateral slope projecting at least 15cm beyond the outer most projected part of the building below the drain pipe up to two storey construction as spout for sunken complete all as specifide. |
| 46 | Taking down chowkhats or frames with shutters (without taking off shutters from the frames) exc 1.5 sqm but not exc 4.00 sqm each and removing from site or to store as directed by Engineer incharge. |
| 47 | Taking down chowkhats or frames with shutters (without taking off shutters from the frames) not exc 1.5 sqm each and removing from site or to store as directed by Engineer incharge. |
| 48 | Taking down shutters any description exc 1.00 sqm but not exc 2.00 Sqm each and removing from site or to store as directed by Engineer incharge. |
| 49 | Taking down shutters any description exc 1.00 sqm but not exc 2.00 Sqm each and refixing the shutter in same opening after easing and adjusting complete as directed by Engineer incharge. |
| 50 | S&F of pressed steel framed made out of 1.25mm thick MS sheet, of size 125x60mm for doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate etc, complete all as specified and directed. |
| 51 | M&L for cement concrete (1:3:6) type C-1 using 20 mm graded stone aggregate as in fillings and mass concrete, filling backs of chowkats etc., complete all as specified and directed by engineer-in-charge. |
| 52 | M&L for cement concrete (1:2:4) type B-1 using 20 mm graded stone aggregate as in lintels upto 1.50 m clear span, cills , steps, seismic and other similar bands, copings, kneelars, apex stones, bed plates, bed blocks of hold fasts etc including necessary form work complete all as specified |
| 53 | M&L for 40mm thick flush shutter, solid core construction, with particle board core and plywood face panels, commercial type on both side complete all as specified. |
| 54 | S&F of factory made 35 mm thick Glazed and skeleton shutters, open rebated and prepared to receive glass, gauze, etc. (without sash bars), edges of framing plain, chamfered or rounded. fitted with cut and mitred beads for securing glass, etc.; sizes of members of shutters as specified in SSR Part I, Section 8, clause 8.24 (a) kiln seasoned and chemically pressure treated complete all as specified. |
| 55 | S&F of Factory made steel window box type using ERW hollow 'P' section comprising double frame for and including gauged and glazed Skeleton shutter jointed internally with flat iron 40x4mm complete including grill of 8/10mm square bars as directed by Engineer incharge, fixed horizontally @ 10cm c/c, hinges, handle, tower bolts, stops, lugs etc. (with provision of fixing for cooler if required) all as shown on drawing No CEJZ/TD/20 sheet 1/3 to 3/3 fixed including taking down and removal of old unserivceable steel windows from site or to store complete all as specified and directed. Note:- Guard bar/ grill shall be measured and paid separately under respective item of Sch 'A'. |
| 56 | M&L for fabrication of aluminium powder coated window any pattern & design (openable with hinges, sliding, tilt and turn, casement , fixed type, villa type, ventilators) fabricated with anodized aluminium rectangular or any type section in frame with approved design & patterns including provn of fixing galvanised mild steel wire cloth on the outer side of frame etc; fixed in position all as specified and directed. Note:- Glass pane & galvanised mild steel wire cloth shall be measured and paid separately under respective Items of Sch 'A'. |
| 57 | S&F for figured glass, pin head type ordinary quality, 4mm thick, area of each pane not exceeding 0.5Sqm and glazing with aluminium beading in aluminium frame all as specified and as directed. |
| 58 | S&F of sheet glass ordinary quality of 4 mm thick and glazing with oil putty or fixed with wooden beads or fixed with rubber gasket in squares any size of pane complete all as specified & as directed. |
| 59 | S&F of sheet glass ordinary quality of 4mm thick frosted glass complete all as specified and directed. |
| 60 | S&F of galvanised mild steel wire cloth, 0.56mm nominal dia of wire and average width of aperture 1.18mm and fixed with tinned tacks, or galvanised wire staples complete all as specified & as directed. Please Enable Macros to View BoQ information |
| 61 | S&F of galvanised mild steel wire cloth, 0.56mm nominal dia of wire and average width of aperture 1.18mm and fixed with tinned tacks, or galvanised wire staples complete all as specified & as directed. Please Enable Macros to View BoQ information |
