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| 1 | Excavation in trenches in hard/dense soil not exceeding1.5 metre wide and n. exc 1.50m depth for foundationetc or for shafts, wells, cesspits , man holes, pier holes etc n. exc 10 sqm on plan and getting out in hard soil/road complete all as specified. |
| 2 | M&L for cement concrete 1:3:6 type C-2 for 200mm bore of pipe as concrete bed to drain pipes including packing under and haunchng against the sides of pipes after they are laid and tested complete all as specified and directed by Engr-in-Charge |
| 3 | S & F for reinforced concrete pipes 200 mm dia class NP 4,laid and jointed complete with collars all as specified and directed. |
| 4 | M&L for 200mm bore (DOUBLE WALL CORRUGATED)Pipes (200mm SN8),including fittinglaid and jointed complete with collors all as directed and specified by Engr-in-Charge. |
| 5 | M&Lcement concrete (1:4:8) type D-2 using 40mm graded stone aggregate as in foundation filling and mass concrete or in sub base of floors complete all as specified (for manholesubbase pcc) |
| 6 | M&L for Precast cement concrete type C-1 block masonary with solid blocks 1:3:6 (using 20mm graded crushed stone aggregate) exc. 10cm in width and setting in cement mortar (1:6), complete all as specified and directed by Engr-in-Charge. |
| 7 | M&L for providing plain cement concrete (1:2:4) type B-1 using 20mm graded stone aggregate as in copings, benching etc. complete all as specified and directed by Engr-in-Charge. |
| 8 | M&L for rendering 15mm thickin cement mortar in 1:4 in two layers with backing coat 10 mm thick and second coat 5 mm thick with WPC on fare face of brick work or concrete surfaces finished even and smooth without using extra cement complete all as specified and directed.Note:- WPC shall be measured and paid separately under respective item of this schedule. |
| 9 | Supply only liquid water proofing compound complete all as specified and directed by Engr-in-Charge. |
| 10 | M&L for precast cement concrete type B-1 (1:2:4) using 20mm graded stone aggregates as in lintels, landings, coverslabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces set in CM 1:4 complete all as specified. |
| 11 | Material & labour for TMT bars 6mm to 8 mm dia cut to length bent to shape required including cranking, bending, hooking ends and binding with MS wire (annealed) not less than 0.9 mm dia complete all as specified and directed by the Engineer-in-Charge. |
| 12 | M&L cement concrete (1:2:4) type B-1 using 20mm graded stone aggregate as in surface channel and benching for manholes and haunching around manholes frames includingnecessary form work and finishing exposed surfaces even and smooth without usingextra cement.complete all as specified. |
| 13 | Returning, filling in (soil), including spreading, leveling, watering and well ramming in layers not exc. 25cm. |
| 14 | Removing excavated material (soil) exc. 500 m but n.exc. 1.5km and depositing where directed at a level n.exc. 1.5 m above the starting point. |
| 15 | M & L for formwork to sides & soffits of floor or roof beams, slabs, lintels, cantilever, deck slab etc also splays between floor & beam etc in rough finished flat surface complete all as specified and directed. |
| 16 | Demolition of un-reinforced cement concrete of any description not otherwise specifically provided complete all as specified |
| 17 | M&L for PCC 1:2:4, type B-1 (20mm graded aggregate) as in cement concrete work in hardstanding base , etc complete all as specified. |
| 18 | M&L for PVC (SWR) gully trap 110 mm,setting and jointing with solventcement.complete all as specified. |
| 19 | S & F 110 mm bore PVC (SWR) pipes single socketed in any length with adhesive joint laid in trenches or in floor complete all as specified and as directed. |
| 20 | S & F 110 mm borePVC (SWR) vent cowlin any length with adhesive joint complete all as specified and as directed. |
| 21 | S & F 110 mm borePVC (SWR) door bendin any length with adhesive joint complete all as specified and as directed. |
| 22 | M&L foron site LDPE conventional type septic tank of miniumum capacity 10000 ltr designed to carry sewage and sullage water ,excavation in any type of soil ,pcc 1:4:8 below tank ,vent shaft, connection etc complete with upflow filter including media all as per manufacture instruction complete all as specified and directed. Make:-sintex or equivalent. . |
| 23 | Surface dressing n.exc 15cm deep and getting out hard/dense soil . |
| 24 | M&L for providing plain cement concrete1 :2 : 4 type B-1 (using 20mmgraded agg crushed stone) asin copings, bed plates and other similar bands and the like including necessary form work and finished fair & even complete all as specified. |
| 25 | Supply and fixing welded steel wire fabric not exceeding 4 Kg/ Sqm welded to steel section at any positioncomplete all as specified and as directed. |
| 26 | S&F mild steel TMT bars 10mm dia and over cut to length bent to shape required incl cranking bending spirally for hooping etc and binding with mild steel rie (annealed) not less than 0.9 mm dia or securing with clips complete all as specified. |
| 27 | M&L for Removing excavated materialexceeding 50m and deposting where directed at a level not exceeding and depostiting where directed at a level not exceeding 1.50m above complete all as specified. |
| 28 | Excavating over areanot exceeding1.5m in depth, for foundation, etc,and getting out in hard/dense soil, complete all as specified and directed. |
| 29 | All as per Srl item No. 28.00 but exc 1.5 m depth in hard/dense soil. |
| 30 | M&L for hardcore with broken stone or boulders of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified & directed. |
| 31 | M&L for stone masonry walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, bulit in cement mortar 1:4,complete all as specified & directed. |
| 32 | M&L for stone masonry walling of random rubble,uncoursed, well bonded, laid dry in retaining walls, abutments and similar work complete all as specified & directed. |
| 33 | M&L for cement concrete (1:3:6) using 20mm aggregate incills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs and the like including weathering,slightly rounded or chamfered angles and throating, as directed |
| 34 | M&L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick |
| 35 | M&L for formwork to edges of concrete flats, breaks in floors, openings in concrete walls, floors and roofs and sides of RCC/PCC bands in walls, horizontal or sloping, and similar work all exceeding 20cm wide. (Where RCC/PCC band in walls, spanning and opening, the formwork soffit only shall be paid for under item 0 |
| 36 | M&L RCC ( 1:2:4)type B-1 using 20mm graded stone aggregate in slabs supported on walls, beams & columnsin floorroof, landing , complete all as specified (reinforcement to be measured separately). |
| 37 | S&F Framed brackets of angles or tees with web and flanges cut to shape, drilled and countersunk for screw, including bending and welding angles, as necessary, gusset plates, riveting, etc. n.exc 10 kg each brackets, conforming to Fe.290.Gde-E-165 |
| 38 | M&L for preparation of new plastered surfaces on walls and applying two coats of cement based paint over a coat of primer. |
| 39 | Earth work in excavation by mechanical meansover areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) in all kind of soil including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in-Charge. |
| 40 | Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) in ordinary rock including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in-Charge |
| 41 | All as per Srl item No 40.00 above but depth exc 1.50m but not exc 3.0m complete all as specified & directed. |
| 42 | All as per Srl item No 40.00 above but depth exc 3.00m but not exc 4.50m complete all as specified & directed. |
| 43 | M&L PCC (1:3:6) type C-2 using 40mm graded stone aggregate as infoundations, mass filling, sub base and the like all as specified. |
| 44 | Supply, intallation and commissioning of Package Sewage Treatment Plant System make sintex (Model : PSTP-NBF-10KLD) of Capacity 10 KLD including complete package of (a) 10 KLD STP made of FRP of size approx 4600 mm (L) x 1899 mm (Dia) with inbuilt standard man holes & manhole cover size 550 mm (b) making internal leak -proof pipe connections inside the Package STP tanks (c) provision of inlet, outlet, vent & blower pipe within the tank (d) supply and fixing of necessary FRP straps, eye bolt, wire lock, wire rope & turn buckle for anchoring (e) supply and fixing of factory made deadmans (concrete blocks to counter buoyancy) (f)supply and fixing of one no sludge recirculation pump submersible pump capacity 9 cum/hr, motor 1 hp (will run only 20-30 min per day) (g) supply and fixing of air blowers 2 nos 1 working and 1 standby twin lobe blowers, working pressure: 0.3 kg/cm2, motor 3 hp, blower pipe: 3\" (h) supply and fixing of PVC pipesreturn sludge pipe: 2\", inlet-outlet pipe: 6\", interconnection pipe: 6\"(i) supply and fixing Air vent nozzle MOC-PVC-size: 2\". System components of Sintex package type STP shall include: (a) Solid Seperation Zone (b) Aeration zone (c) Floating media (d) Air blowers (Twin lobe type) (e) Final sedimentation zone (f) sludge recycling pump (g) control panel (h) inbuilt manholes with covers (i) Material for anchoring the tank including FRP straps & RCC deadman.The tank should not buckle or rupture/deform with a minimum Load 2.25 meters of wet soil cover. Supply and fixing of weather proof control panel of adequate size and gauge as per manufacturer/ EIC approved specification to operate pumps and blowers. |
| 45 | Srl item No. 44.00 (Contd.../-)The entire STP system to be guaranteed for a period of 12 month from the date of commissioning. Scope of work includes testing and commissioning of 10 KLD FRP tank as per the drawing and size of the tank. The Tank should be laid at an adequate depth below the sewage pipe at the site. The tank shall be installed exactly as per the approved installation drawing issued by the FRP Tank manufacturer. Scope also includes the pump electrical connections and piping uptil an advised point outside the tank. Rate also includes the following :-(a)Guidance, verification and unloading of FRP tanks & RCC Deadman in the excavated pit by the manufacturer(b)Guidance on tying up of FRP Straps over tank to RCC Deadman with help of turn buckle, eye bolt, wire lock and lowering in pit with the help of Hydra by the manufacturer.(c)Guidance and back filling of excavated pit with aggregate of specified size by the manufacturer .(d)Connection of sewage pipe outlet to STP inlet by the manufacturer.(e)Connection of blowers and return sludge pump with control panel by the manufacturer.(f)Making pipe arrangement for aeration through blowers and arrangement of sludge return through return sludge pump by the manufacturer.(g) Demonstration of working of system through trial run with sewage/ fresh water by the manufacturer.(h)M & L provide bar screen (SS-304) with 10mm opening size at Last man hole/bar screen chamber. |
| 46 | M&L for Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter surface finished fair complete all as specified & directed. |
| 47 | M&L for providing Cement concrete in surface channels and drains (1:3:6) type C2 using 40mm graded stone aggregates complete all as specified and directed by Engr-in-Charge. |
| 48 | M&L rendering 15mm thick cement plaster in cement mortor (1:6) finished even & smooth withoutusing extra cement on brick/concrete surfaces. |
| 49 | M&L for two coats of oil bound distemper on newly plastered surfaces of walls over a coat of primer includingpreparation of surfaces. |
| 50 | S & F MS Steel work Roof trusses (framed), trussed,purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc.using Fe-410- W(Gde-E-250) quality- B complete all as specified and directed. |
| 51 | S&F MS Plates (plain or chequered) channels, square cut or notched(ordinary and counter sunk)forming holes with riveted, bolted or welded attachment Fe-410- W(Gde-E-250) quality- B complete all as specified and directed. |
| 52 | S&F Mild steel bolts exc 12mm but n.exc 20mm dia of neck purpose made with hexagonal or square head one end and screwed the other, or screwed both ends; each screwed end to be fitted with washers and one hexagonal or square nut exc 30cm long complete all as specified and directed. |
| 53 | S & F Pre- painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified & directed. |
| 54 | S&F Steel ventilator with top hung shutter including hinges, steel peg stay, complete all as directed. |
| 55 | S&F 4mm thick sheet glass ordinary quality and glazing fixed with oil putty in square not exc 0.5 Sqm in each panecomplete all as specified and directed. |
| 56 | M & L for 100 mm thick plain cement concrete 1:3:6. type C-2 (using 20mm graded stone aggregate) as in subbase to flooring and as in plinth protectionwithout using extra cement complete all as specified & directed. |
| 57 | M&L for machine cut kota stone slab flooring 20-25mm 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 polishing complete incl 20mm thick screed bedin CM 1:4 complete all as specified and directed |
| 58 | M&L for Reinforced cement concrete Type B0 1:2:4 (12.5mm graded aggregates) in Slabs supported on walls, beams andcolumns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed. |
| 59 | S&F 35mm thick second class soft wood (KAIL) glazed and skeleton shutters, open rebated and prepared to receive glass, gauze, etc.divide dinto squares withplain, chamfered or rounded. fitted with cut and mitred beads for securing glass, etc. all as speicified and diretected by Engr-in-Charge. |
| 60 | M & L preparation of wood or wood based surfaces of any description over 10cm width orgirth and applying twocoats of synthetic enamel paint over acoat of pink primer. |
| 61 | S&F 2nd class softwood plain, solid, straightchowkats and frames, wrought, framed rebated on the solid, rounded or chamfered, put together with glue pinnedat joints,suppliedandfixed |
| 62 | S&F 35mm thick 2nd class softwoodplain, framed, panelled shutters (any number of panels), with panels of timber flat on both sides (feather edged), or of veneered particle board medium density, wood particle board with commercial face veneers supplied and fitted to chowkats |
| 63 | S&F 100mm long mild steel barrel tower bolts, stove enamelled black, with bright bolt and fixed |
| 64 | S&F 100mm longmild steel pressed handles, oval type, stove enamelled black |
| 65 | S&F 100mm longButthingesmedium weight, cold rolled mild steel, and fixed |
| 66 | S&F Aluminium alloy, anodised, sliding door bolt with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy and fixed |
| 67 | M&L for Loose filling with aggregates mix of size 4.5 mm and 12.5 mm all as specified and directed by Engr-in-charge |
| 68 | Removing excavated material exc. 250 m but n exc. 500 m and depositing where directed at a level not exc 1.5 mtr above the starting pointcomplete all as specified and directed. |
| 69 | Note : Deduction for amount of Rs 0.00 as listed in Schedule A Part - II ( Schedule of Credit) shall be made while awarding of contract. |
