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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 Engr 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 by Engr in Charge. |
| 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 water proofing compound.Note No-1:- treatment shall be done though authorised representative of manufacture's instructions.complete all as specified and as directed by Engr in Charge. |
| 4 | M&L for plain cement concrete 1:2:4 type B0 using 12.5mm graded stone aggregates as in roof kerbs rounded or chamfered on edges etc complete all as specified and as directed by Engr in Charge. |
| 5 | M&L for plain cement concrete 1:3:6 type B1, using 20mm graded stone aggregates as in coping to parapet walls including necessary form work complete all as specified and as directed by Engr in Charge. |
| 6 | Supply only liquid water proofing ISI marked.complete all as specified and as directed by Engr in Charge. |
| 7 | 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 complete all as specified and as directed by Engr in Charge. |
| 8 | Dismantling floor hearth and wall tiles any type as including dado/ skirting etc; including cement mortar bedding complete all as specified and as directed by Engr in Charge. |
| 9 | M&L for non skid ceramic tiles 10mm thick (square/ rectangular) area of each tile exceeding 0.11 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 by Engr in Charge. |
| 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 by Engr in Charge. |
| 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 jointed (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 by Engr in Charge. |
| 12 | M&L for glazed ceramic coloured tiles of approved shade and pattern of size 350x 250x7mm/ 450X350X7mm/ 300X450X7 to 8mm thick or any other nearer size as approved by Engineer incharge 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 by Engr in Charge. |
| 13 | Demolition of Stone slabs and tiles of any description or thickness in floors, aprons etc.laid beded and pointed in any mortar complete all as specified and as directed by Engr in Charge. |
| 14 | 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 by Engr in Charge. |
| 15 | 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 by Engr in Charge. |
| 16 | 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 by Engr in Charge. |
| 17 | M&L for Jodhpur stone slab patti machine cut, 40 to 50mm thick set over and including 15mm thick CM 1:4 and jointed & pointed in neat cement slurry as in floors, plinth protection, including provision of construction joints as required etc; complete all as specified and as directed by Engr in Charge. |
| 18 | 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 and as directed by Engr in Charge. |
| 19 | 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 25mm thick compacted approved sand cushioned surface, joints filled by fine sand and compacting the top surfaces of paver blocks after laid etc of approved make complete all as specified and as directed by Engr in Charge. |
| 20 | 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. |
| 21 | 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 and as directed by Engr in Charge. |
| 22 | 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 by Engr in Charge. |
| 23 | 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 by Engr in Charge. |
| 24 | -ditto- all as per above item No. 23 but, except stone complete all as specified and as directed by Engr in Charge. |
| 25 | 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 complete all as specified and as directed by Engr in Charge. |
| 26 | 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 by Engr in Charge. |
| 27 | M&L for rendering 15 mm thick in CM 1:6 over stone masonary, concrete surfaces, finished even and smooth (without using extra cement), complete all as specified and as directed by Engr in Charge. |
| 28 | M&L for 15 mm thick rendering on stone masonary wall surfaces in CM 1:4 finished fair and even complete all as specified and as directed by Engr in Charge. |
| 29 | 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 by Engr in Charge. |
| 30 | Raking out joints/ pointing in cement mortar to squared rubble masonry, coursed or uncoursed in walls or to bricks on edge in floors, surface channels, roofs, etc.complete all as specified and as directed by Engr in Charge. |
| 31 | M&L for Keyed pointing to random or polygonal rubble, uncoursed or brought upto course in 1:4 cement mortar, complete all as specified and as directed by Engr in Charge. |
| 32 | 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 as directed by Engr in Charge. |
| 33 | M&L cement concrete type E-2, 1:5:10 (40mm graded crushed stone aggregate) as in sunken portion complete all as specified and as directed by Engr in Charge. |
| 34 | M&L 100 mm thick cement concrete type B-1, 1:2:4 (20mm graded crushed stone aggregate) as in sub base floor complete all as specified and as directed by Engr in Charge. |
| 35 | Dismantling cast iron work of any description and in any position complete all as specified and as directed by Engr in Charge. |
| 36 | Dismantling 100 mm dia of cast iron or reinforced concrete drain pipes,of any type jointed in cement mortar and taking out of trenches,if required with complete fitting complete all as specified and as directed by Engr in Charge. |
| 37 | Dismantling 75 mm dia of cast iron or reinforced concrete drain pipes,of any type jointed in cement mortar and taking out of trenches, if required with complete fittings complete all as specified and as directed by Engr in Charge. |
| 38 | 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 and as directed by Engr in Charge. |
| 39 | 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 and as directed by Engr in Charge. |
| 40 | 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 and as directed by Engr in Charge. |
| 41 | S&F 75mm 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 and as directed by Engr in Charge. |
| 42 | S&F 100mm bore pipe cast iron 'P' or 'S' trap, complete all as specified and as directed by Engr in Charge. |
| 43 | S&F 75mm bore pipe cast iron 'P' or 'S' trap, complete all as specified and as directed by Engr in Charge. |
| 44 | S&F 100mm bore pipe cast iron cowls, complete all as specified and as directed by Engr in Charge. |
| 45 | S&F 75mm bore pipe cast iron cowls, complete all as specified and as directed by Engr in Charge. |
| 46 | M&L cast iron up to 150mm bore fittings of Bends (any type, radius 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 and as directed by Engr in Charge. |
| 47 | M&L for joints or connections filled/ sealed properly by epoxy sealant of ISI mark or M-Seal apply as per manufacturing instructions, for 100mm bore CI Pipe & fittings complete all as specified and as directed by Engr in Charge. |
| 48 | M&L for joints or connections are filled/ sealed properly by epoxy sealant of ISI mark or M-Seal apply as per manufacturing instructions, for 75mm bore CI Pipe & fittings complete all as specified and as directed by Engr in Charge. |
| 49 | S & F for 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.complete all as specified and as directed by Engr in Charge. |
| 50 | All as item No 49 but 75 mm dai (3\\") down take pipe complete all as specified and as directed by Engr in Charge. |
| 51 | 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 specified and as directed by Engr in Charge. |
| 52 | 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 complete all as specified and as directed by Engr in Charge. |
| 53 | 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 complete all as specified and as directed by Engr in Charge. |
| 54 | Taking down shutters any description exc 1.00 sqm but not exc 2.00 Sqm each and removing from site or to store complete all as specified and as directed by Engr in Charge. |
| 55 | 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 all as specified and as directed by Engr in Charge. |
| 56 | 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 and as directed by Engr in Charge. |
| 57 | S&F of rolled mild steel in 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) and fixing to cutting holes in 1:2:4 type B1 cement concrete complete all as specified and directed by Engineer-in-charge. |
| 58 | 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 and as directed by Engr in Charge. |
| 59 | S&F of factory made 35 mm thick plain framed, panelled shutters (two panel) with 2nd class hard wood rail and style with lock rail and panel of 9 mm B.W.P. commercial ply or 12 mm veneered particle board with commercial veneering on both faces. The size of rail and stile as per IS : 1003 (Part I), kiln seasoned and chemically pressure treated complete all as specified and as directed by Engr in Charge. |
| 60 | 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 and as directed by Engr in Charge. |
| 61 | 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 in repairs i.e, incl taking down and removal of old steel windows from site or to store complete all as specified and directed. Note:- Guard bar/grill glass & paintings shall be measured and paid separately under respective item of Sch 'A'. Please Enable Macros to View BoQ information |
| 62 | 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 in repairs i.e, incl taking down and removal of old steel windows from site or to store complete all as specified and directed. Note:- Guard bar/grill glass & paintings shall be measured and paid separately under respective item of Sch 'A'. Please Enable Macros to View BoQ information |
