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| 1 | Supplying and installing following size of perforated Gl cable trays with perforation not more than 17.5% in convenient sections, joined with connectors, suspended from the ceiling with MS suspenders including bolts & nuts, painting suspenders etc as required |
| 2 | 300 mm Width X 50mm depth X 1.6 mm Thickness |
| 3 | Earthing with GI plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc with charcoal Ea coke and salt as required |
| 4 | Providing and fixing 25 x 5 mm G.I. strip on surface or in recess for connection etc, as required |
| 5 | Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. |
| 6 | Above 185 sq. mm and upto 400 sq. mm |
| 7 | Laying and fixing of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1KV grade of following size on cable tray as required |
| 8 | Above 185sqmm and upto 400sqmm (clamped with 40x3mm MS flat clamp) |
| 9 | Supply and making and termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade as required. |
| 10 | 3.5x300 sq mm (70mm) |
| 11 | Laying in Ground |
| 12 | Supplying and making straight through joint with heat shrinkable kit including ferrules and other jointing materials for following size of PVC insulated and PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade as required. |
| 13 | 3 x 300 sq.mm |
| 14 | Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket bend , coupler etc. conforming to IS 14930, part II complete with fitting and cutting, jointing etc. in the existing trench, complete as required. |
| 15 | 120 mm dia (OD-120 mm & ID=103mm nominal) |
| 16 | Cutting holes up to 15×15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion with cement concrete (1:2:4) including finishing complete so as to make it leak-proof. |
| 17 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (including equivalent design mix) |
| 18 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 m lead as per direction of Engineer-in-charge. |
| 19 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. work (payment on cross-sectional area as directed). |
| 20 | Supply, installing, testing and commissioning of submersible open impeller non-clog pumps with C.l.body and TEFC submersible motor for 415+- 10% volts, 3 phase, 50 cycles A.C. power supply with mechanical seal, pump connector unit with rubber diaphragm and bend,chain in built level controller, sequence running controller, arrangement for all pumps together in case of emeregency, dry running Protection complete in all respects, testing and commissioning complete with approved quality and make as required as per instruction of site incharge.Drinage sump pumpsCapacity-360 M3/hourHead- 20 MHP- 36 HP Approx |
| 21 | Providing and fixing UPVC pressure pipes conforming to IS:4985 (10 Kg/Sqcm) including all fittings, such as couplings, tees, bends, reducers and screwed adaptors jointing with solvent cement joint as per manufacturers recommendations |
| 22 | 63mm OD (for-routing control cables) |
| 23 | 110mm OD ( for routing of Armoured Cables) |
| 24 | 250mm OD |
| 25 | 315mm OD |
| 26 | Providing and fixing cast iron wafer type with SS grade disc butterfly valves (PN-16) complete with 2, nos matching PVC Flanges (Table-E, bolts, nuts, 3.0 mm thick insertion neoprene gasket) |
| 27 | 250MM dia |
| 28 | Providing and fixing of cast iron dual plate water type check valves with SS grade disc (PN-16) including matching 2 nos. PVC flanges (Table-E), nuts, polts. 3.0 mm thick insertion neoprene gasket |
| 29 | 250MM dia |
| 30 | providing and fixing heavy duty ammoured cables 1.1 KVA grade including necessary support clamps in provided pvc conduit and connection lugs complete in all respects |
| 31 | Power cable Copper 3 core 16 sq.mm |
| 32 | Providing and fixing heavy duty flexible cables 1.1 KVA grade including necessary support clamps in provided pvc conduit and connection tugs complete in all respects |
| 33 | Control cable copper 2 core 1.5 sq.mm |
| 34 | For Sumps |
| 35 | Supplying, installing, testing and commissioning controllers with low volatage relays, stainless steel probes and PVC shroud wining from tank top to probes as required. |
| 36 | To start pumps at four levels when water level is high in sump and shut off pump when sump is empty. All pumps start when sump is over flowing |
| 37 | Power Cabling |
| 38 | Supply, loading transportation unloading at site, storages at site, shifting from storage place to site of following sizes of XLPE insulated PVC sheathed, FRLS, Aluminium/Copper conductor armoured power cable of 11 KV grade conforming to IS amended upto date and as per specifications |
| 39 | 3 1/2 X 300 Sqmm Aluminum armoured Conductor Cables: |
| 40 | Supply installation testing & commisioning of CRCA podwer coated 1.6mm thick sheet, factory fabricated outdoor type panel IP 65 Well ventilated panel having incomer 1 Nos. 630A, 35KA, 4P MCCB with microprocessor based releases. On/ Off, RYB indications, Amperemeter, Voltmeter On every feeder, Power metering on main incomer feeder, with selector switch, matching cast resin CT's . 3 Nos phase indicating lamps (LED type) each backed up with MCB, set of TPN Aluminium bus bars with heat shrink sleeve rated for 600 Amps 3 Phase 4 wire, 50Hz. outgoing 6 Nos automatic star delta starter 36 HP With suitable 100 amperes MCBB, Outgoing FP MCCB- 125 amperes spare feeder- 2 numbers, 63 amperes FP -2 numbers. 16 amperes Two pole -2 numbers. The panel is to be provided with 2 numbers ultrasonic water sensor, Control wiring to pumps and automation complete in all respects for automatic operation of pumps. |
| 41 | Supplying and laying 6 SWG G.I. wire at 0.50 Meter below ground level for conductor earth electrode, including connection/ termination with GI thimble etc. as required. |
| 42 | Civil Works |
| 43 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. |
| 44 | All kinds of soil |
| 45 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m. |
| 46 | All kinds of soil |
| 47 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating eachdeposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 48 | Extra for every additional lift of 1.5 m. or part thereof in excavation/ banking excavated or stacked materials. |
| 49 | All kinds of soil |
| 50 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 51 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 gradedstone aggregate 40 mm nominal size ) |
| 52 | Concrete of M-30 grade with minimum cement content of 350 kg/cum |
| 53 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 54 | Walls (any thickness) including attached pilasters, butteresses, plinth and stringcourses etc. |
| 55 | Suspended floors, roofs, landings, balconies and access platform. |
| 56 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 57 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 58 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 59 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and havingmanufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 2 |
| 60 | Providing and fixing of FRP manhole cover with frame internal size-1000 mm dia and suitable for 40 tone load including fix to floor with cement concrete. |
| 61 | Providing & Laying integral crystaline slurry of hydrophalic in nature of the waterproofing treatment of RCC structre like retaining wall of basement,water tanks, roof slabs,podium,reserviour,sewerage,water treatment plants, tunnels, suway & bridge deck etc, prepaired by mixing ratio of 5:2 ( 5 parts intrgral crystaline slurry : 2 parts water) for virtical surface & 3:1( 3parts integral crystaline slurry : 1 part water for horrozantal surface and applying the same from negetive (internal) side with the help of synthetic fiber brush. the material shall meet the requirement as specified in ASI-212-3R-2010 i.e by reducing permeabilityof concrete by more than 90% compared with control concrete as per DIN1048 and resistant to 16 bar hydrostatic pressure on negetive side. the crystalline slurry shall be capable of self- healing of cracks upto a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer in charge. The product performance shall carry guarantee for 10 years against leakage. |
| 62 | For vertical surface two coats @ 0.70 kg per sqm per coat |
| 63 | For horizontal surface one coat @ 1.10 kg per sqm |
| 64 | Dewatering works- Extra rates for quantities of works, executed: |
| 65 | In or under water and/or liquid mud, including pumping out water as required - 20% of the rate of the item. Cosnidering that 25% of the tank will required the dewatering, therefore taking 100% cost of PCC (s.no- 1.5.1), 25% cost of RCC(s.no- 1.6)and reinforcement (s.no - 1.8.1) |
| 66 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarsesand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as perdirection of Engineer-in-charge (length of finished kerb edging shall be measuredfor payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge |
| 67 | Dismantling of manhole including R.C.C. top slab, C.I. cover with frame, including stacking of useful materials near the site and disposal of unserviceable materialswithin 50 m lead as per direction of Engineer-in-charge |
| 68 | Circular manhole 122 cm diameter and 1.68 m deep |
| 69 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction ofEngineer-in-charge |
| 70 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 71 | Nominal concrete 1:3:6 or richer mix (i/c equivalentdesign mix) |
| 72 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres leadas per direction of Engineer-in-charge |
| 73 | In cement mortar |
| 74 | Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level : |
| 75 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) - For pouring of old drain line towards main drain |
| 76 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or asapproved by Engineer-in-charge, beyond 50 m initial lead, for all leads including alllifts involved |
| 77 | Providing & laying Selection no. 1 doob grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same and maintenance for 30 days or more till thegrass establish properly, as per direction of the officer in charge |
| 78 | Providing and Placing in position suitable PVC water stops conforming to IS:12200 for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete : Serrated with central bulb (225 mm wide, 8-11 mm thick) |
| 79 | Providing and laying non-pressure NP2 class (light duty) R.C.C.pipes with collars jointed with stiff mixture of cement mortar in theproportion of 1:2 (1 cement : 2 fine sand) including testing of jointsetc. complete :19.6.4 300 mm dia. R.C.C. pipe |
| 80 | Constructing masonry Chamber 60x60x75 cm inside, in brick work incement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I.surface box 100 mm top diameter, 160 mm bottom diameter and 180 mmdeep ( inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5coarse sand : 3 graded stone aggregate 20 mm nominal size), includingnecessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand: 10 graded stone aggregate 40 mm nominal size) and inside plasteringwith cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finishedwith a floating coat of neat cement complete as per standard design :18.33.1 With common burnt clay F.P.S.(non modular) bricks of classdesignation 7.5 |
| 81 | Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in foundation and plinth in:6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 82 | Waterproofing of below Raft / Grade slab / Base slab: Providing and applying pre-applied, highperformance, HDPE based self adhesive fully bonded, weldable composite waterproofing sheet membrane system comprising of a virgin HDPE layer, coated with a high bond strength pressure sensitive adhesive, covered by a weatherproof protective inorganic sand sprinkled layer, and provided with heat weldable selvedge for below ground waterproofing of reinforced concrete structures. HDPE composite waterproofing sheet membrane system should have thickness of Min. 1.5 mm with sand finish at top, bare membrane thickness 0.9mm The membrane should have strong bonding property between the top sanded layer and fresh concrete, so that there is no lateral water migration between membrane and the structural concrete of underground structure. The overlaps min. 100 mm on side laps to be secured using hot air welding with automatic selfpropelled machine like Uniroof, Varimat or Twiny. The end overlaps, the sand to be removed using hot shovelling HDPE membrane to be exposed and joint to be secured using hot air wleding same as that of side overlaps. The membarne is loose laid onto prepared substrates or formwork before fixing reinforcement and casting concrete. The adhesive layer is activated when the concrete is poured on the surface and forms a permanent bond with the fresh concrete which will prevent the ingress of water around the structure. Reinforcement can be directly laid on top of the membrane and it does not require screed protection fully bonded as per suppliers recommendations. The membrane shall have a tensile strength ~25 MPa according to ASTM D412; elongation ~550 % according to ASTM D412; resistance to static puncture ~1000 N according to ASTM E154; adhesion in peel ~1500 N/m according to ASTM D903 mod; Water tightness > 71 m of hydrostatic head according to ASTM D 5385 mod and should pass foldability at -23 °C according to ASTM D1970 and UV exposure resistance of 30 days. Membrane should be supplied with manufacturer's Material Test Certificate (MTC) & membrane should be installed in strict accordance with manufacturer's method statement through trained applicator. Approved makes: Sika, MBCC, Fosroc, Mapei, Pidilite |
| 83 | Providing, laying, jointing and testing of uPVC pressure pipe 250 mm dia (10 kg/cm²), conforming to IS 4985, including supply of pipes, specials (bends, tees, reducers), jointing with rubber ring, lowering, laying in trench, alignment, testing, complete as per direction of Engineer-in-Charge. |
| 84 | Providing, fabricating, supplying, laying, jointing and testing of M.S. pipe 200 mm dia (6 mm thick) conforming to IS:3589, including cutting, welding, lowering, laying in position inside sump tank, jointing with pump delivery line, providing necessary MS flanges, bends, reducers, and connecting to uPVC pipe outside the tank through suitable flange/adaptor, including internal epoxy coating, external anti-corrosive coating, testing, complete as per direction of Engineer-in-Charge. Please Enable Macros to View BoQ information |
