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| 1 | S&Froof trusses (framed),trused, purlin, crane gantries, raills and fastenings and heavybraket framing (beams, tee , angle,channel or flat sections) including distance pices, cleats etc(welded/reviting) conforming toFe 410-W (Gde-E250) quality \"A\" complete all as specified and directed. |
| 2 | Demolition ofcement concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level)complete all as specified and directed. |
| 3 | Demolition of Roofs, floors (other than ground floors), beams, staircases, landing, chajjas and similar suspended works cementconcrete (reinforced ) any position complete all as specified and directed. |
| 4 | Dismantling wrought iron or mild steel work of any description not otherwise provided for, complete all as specified and directed. |
| 5 | FOR HT UPTO 7.50 MTRS |
| 6 | Excavating over areas, n exc 1.5 m deep and getting out in soft / loose Soil complete all as specified and directed. |
| 7 | Excavating over areas, n exc 1.5 m deep and getting out in Hard / Dense Soil complete all as specified and directed. |
| 8 | Excavating over areas, n exc 1.5 m deep and getting out in soft / Disintegrated rock complete all as specified and directed. |
| 9 | Excavating over areas, exc 1.5 m but n. exc 3.00 deep and getting out in hard rock complete all as specified and directed. |
| 10 | M&Lfor PCC 1:3:6 type C2 (Using 40 mm graded stone agg)as in fdn filling and mass concrete complete all as specified and directed. |
| 11 | M&L for RCCM-30design mix (using 20 mm graded stone aggregate) as infoundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed. |
| 12 | M&L for RCCM-30design mix (using 20 mm graded stone aggregate) as inColumns, pillars, piers, posts and struts complete all as specified anddirected. |
| 13 | M&L for RCCM-30design mix (using 20 mm graded stone aggregate)as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified anddirected. |
| 14 | M&L for RCCM-30design mix (using 20 mm graded stone aggregate) as in stair case including steps etccomplete all as specified anddirected. |
| 15 | M&Lfor PCC 1:4:8 type D2 (Using 40 mm graded stone agg)mass concrete complete all as specified and directed. |
| 16 | M&Lfor brickwork withsub- class ‘B’bricks straight orcurved on planexc 6 m mean radius built in CM 1:6 complete all as specified and directed. |
| 17 | M&L for use & waste work to curved surface of concrete foundation footing, bases of columns, raft and raft beams side andsoffits (if any) of foundation and plinth beam and sinmilar works verticalor tobatter bases or columns, raft and raft beams and similar work complete all as specified anddirected. |
| 18 | M&L for use& waste work tosides ofcolumns, pillars,posts(circular on plan) fair finished surface complete all as specified and directed. |
| 19 | M&L for use & waste workcurved formworkto sides and sofits of floor or beams, beam haunchings ,girders, bressummers, lintels, cantilivers, shelves including supports, overhangs etc also splays between floors and beams etc including fair finished the surface complete all as specified and directed. |
| 20 | M&L for use & waste workcurved formworkwith fair finished surface to staircases with sloping pr stepped soffits including riser and stringers (excluding landing) complete all as specified & directed. |
| 21 | M&L for Moorum/ red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering etc complete all as specified and directed |
| 22 | M&L forHardcore of gauge n exc. 63 mm, deposited, spread andlevelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed. |
| 23 | M&Lfor75 mm thick PCC 1:4:8 type B1 (Using 20 mm graded stone agg) asin floor finished even andsmoothcomplete all as specified and directed. |
| 24 | M&L for cement concrete 1:2:4 type B1 ( using 20 mm graded stone aggregate ) as in soucer drain, plinth course, string courses, lacing courses,bed plates, water troughand like including weathering slightly roundedor chamfered angles and throating etc complete all asspecified and directed |
| 25 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. complete all as specified and directed. |
| 26 | Removing excavated materialto a distance n. exc. 250 m but n exc. 500 m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed. |
| 27 | M&L for TMT bar 10mm dia and over cut to length bend to shape required including cranking, bending spirally for hooping for column,hooking,end and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified anddirected. |
| 28 | M&L for TMT bar 5mm dia and over upto including 10 mm dia and overas in stirrups, spacers and binders reinforcement cut to length bend to shape required including cranking, bending spirally for hoopingfor column,hooking,end and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified anddirected. |
| 29 | M&L Framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted,or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walkways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified and directed. |
| 30 | M&L for preparation of newly plastered wall surfaces applying two coatsexterioremulsion weatherproof paint over one coatof exterior wall primer incl of walls complete all as specified and directed. |
| 31 | M&Lfor applying two coats of synthetic enamel paint over a coat of red oxide primeron steel surfaces including prerparatiojn of surfaces complete all as specified and directed. |
| 32 | FOR HT FROM 7.50 MTRS TO 15.00 MTRS |
| 33 | M&L for RCCM-30design mix (using 20 mm graded stone aggregate) as inColumns, pillars, piers, posts and struts complete all as specified anddirected. |
| 34 | M&L for RCCM-30design mix (using 20 mm graded stone aggregate)as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified anddirected. |
| 35 | M&L for RCCM-30design mix (using 20 mm graded stone aggregate) as in stair case including steps etccomplete all as specified anddirected. |
| 36 | M&L for use& waste work tosides ofcolumns, pillars,posts(circular on plan) fair finished surface complete all as specified and directed. |
| 37 | M&L for use & waste workcurved formworkto sides and sofits of floor or beams, beam haunchings ,girders, bressummers, lintels, cantilivers, shelves including supports, overhangs etc also splays between floors and beams etc including fair finished the surface complete all as specified and directed. |
| 38 | M&L for use & waste workcurved formworkwith fair finished surface to staircases with sloping pr stepped soffits including riser and stringers (excluding landing) complete all as specified & directed. |
| 39 | M&L for TMT bar 10mm dia and over cut to length bend to shape required including cranking, bending spirally for hooping for column, hooking,end and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified anddirected. |
| 40 | M&L for TMT bar 5mm dia and over upto including 10 mm dia and overas in stirrups, spacers and binders reinforcement cut to length bend to shape required including cranking, bending spirally for hoopingfor column,hooking,end and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified anddirected. |
| 41 | FOR HT FROM 15.00 MTRS TO 18.00 MTRS |
| 42 | M&L for RCCM-30design mix (using 20 mm graded stone aggregate) as inColumns, pillars, piers, posts and struts complete all as specified anddirected. |
| 43 | M&L for RCCM-30design mix (using 20 mm graded stone aggregate)as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified anddirected. |
| 44 | M&L for use& waste work tosides ofcolumns, pillars,posts(circular on plan) fair finished surface complete all as specified and directed. |
| 45 | M&L for use & waste workcurved formworkto sides and sofits of floor or beams, beam haunchings ,girders, bressummers, lintels, cantilivers, shelves including supports, overhangs etc also splays between floors and beams etc including fair finished the surface complete all as specified and directed. |
| 46 | M&L for TMT bar 10mm dia and over cut to length bend to shape required including cranking, bending spirally for hooping for column, hooking,end and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified anddirected. |
| 47 | M&L for TMT bar 5mm dia and over upto including 10 mm dia and overas in stirrups, spacers and binders reinforcement cut to length bend to shape required including cranking, bending spirally for hoopingfor column,hooking,end and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified anddirected. |
| 48 | FOR HT ABOVE 18.00 MTRS |
| 49 | M&L for RCCM-30design mix (using 20 mm graded stone aggregate) as inColumns, pillars, piers, posts and struts complete all as specified anddirected. |
| 50 | M&L for RCCM-30design mix (using 20 mm graded stone aggregate)as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified anddirected. |
| 51 | M&Lfor RCCM-30design mix (using 20 mm graded stone aggregate)as inSlabs supported on walls, and columns in floors, roofs, landings and like complete all as specified and directed. |
| 52 | M&L for use& waste work tosides ofcolumns, pillars,posts(circular on plan) fair finished surface complete all as specified and directed. |
| 53 | M&L for use & waste workcurved formworkto sides and sofits of floor or beams, beam haunchings ,girders, bressummers, lintels, cantilivers, shelves including supports, overhangs etc also splays between floors and beams etc including fair finished the surface complete all as specified and directed. |
| 54 | Formwork to sides and soffitsof domes, vaults, shellroofs and arch ribs in circular in paneis fair finished surfaces ofcomplete curved in twoplanes complete all as specified and directed. |
| 55 | M&L for TMT bar 10mm dia and over cut to length bend to shape required including cranking, bending spirally for hooping for column,hooking,end and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified anddirected. |
| 56 | M&L for TMT bar 6 to 8 mm dia and over cut to length bend to shape required including cranking, bending spirally for hooping for column,hooking,end and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified anddirected. |
| 57 | M&L for TMT bar 5mm dia and over upto including 10 mm dia and overas in stirrups, spacers and binders reinforcement cut to length bend to shape required including cranking, bending spirally for hoopingfor column,hooking,end and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified anddirected. |
| 58 | M&L 2nd classhardwood Plain, solid, straight chowkats and frames, wrought, framed rebated on the solid, rounded or chamfered, put together with glue pinned at joints, supplied and fixed complete all as specified anddirected. |
| 59 | Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5 min depth and getting out in hard/dense soil complete all as specified anddirected. |
| 60 | Removing excavated material outside MD land n.exc 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point in soil complete all as specified anddirected. |
| 61 | Taking up cast iron water mains ( including all fittings) with spigot and socket ends and lead joints of the size 150 mm dia includingburning out joints and recovering lead complete all as specified anddirected. |
| 62 | Supply and fixDuctile Iron flange pipe Class K-9 supplied standard working lengths supplied with rubber gaskets duly ISI marked for water supply, Class K-9 ,with cement mortar lining inside and metallic Zinc coating with finishing layer of bituminous paint on outside alongwith suitable Bolt, nuts with washers & rubber gasket, suitable clamping arrangement with column of OHT complete ofsize of 150 mm dia complete all as specified anddirected. |
| 63 | Supply, lay, connecting , jointing and testing Ductile iron Pressure pipe ISI Marked to IS-8329-2000(Reaffirmed -2005 Edition 4.1 of dia 150 mm with socket spigot ends, suitable for \"Push on Joints (Tyton Joint)\" each standard working lengths supplied with rubber gaskets duly ISI marked for water supply, Class K-9 with socket with cement mortar lining inside and metallic Zinc coating with finishing layer of bituminous paint on outside the pipe with out polythelene sleeves but including \"Push on Joint\" supplied with ISI Marked EPDM rubber gasket conforming to IS-5382-1985(reaffirmed-2003) lain in trenches complete all as specified and directed. |
| 64 | S&F & testing of Ductile iron pipe fittings (Specials) heavy duty for any type (flanged/socketed) pipes such as, bends(any type radius,and angle), tapers, any type straight bend, increasing, decreasing or double socket etc) Tee pieces, ring branch, Y junction, double branch, cross (all socket or socket and spigot), collars, caps and plugs, adopters etc of any size radius and length conforming to IS 9523/2000 specifications with external bitumen coating and internal cement mortor lining and metallic zinc coating up to 150 mm bore complete all as specified and directed. |
| 65 | M&L for Cutting of existing cast iron pipes in positioning for inserting tees ,branches taking out new connection and repair the pipe line for 150 mm dia complete all as specified and directed. Note - Excavation and Earth work shall be measured and paid under respective items. |
| 66 | M&L for brick masonary valve chamber of size 1.2mx1.2mx0.9 ( internal size) by providing PCC 1:2:8 tyepe D2 foundation 100 mm thickbrick work in CM 1:4 plastering 15mmthick in CM 1:4 internal surfaces completely and external surfaces completelyand external surfaces upto 150mm below GL, 75mm thick PCC 1:2:4 type B as in coping valve chamber cover made up of 40x40x5mm thick angle iron frame and 3.0 mm thick MS sheet cover complete with locking arrangement and handle including painting steel surfaces with two coats of enamel paint over a coatof red oxide primer including dismantling the existing damaged valve chamber and removing debris away from the premises etccomplete all as specified anddirected. |
| 67 | S&Fsluice valve 150 mm, CI body ISI marked class PN1.6 heavy duty flanged ends cast iron wheel with Brass spindle (ISI marked) conforming to IS : 14786 – 2000, short body all as specified including nuts ,bolt, washers and gasket complete all as specified anddirected. |
| 68 | M&L for PCC 1:4:8 type B 1 using 20 mm graded aggregate as in filling and making good distrubed surface complete all as specified anddirected. |
| 69 | M&L for provision of Water level indicator with LED Monitor with accessories for Over head reservoir complete all as specified anddirected. |
