|
| 1 | [10.76]Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over (BIS 15658:2006) and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. [Through Rate] |
| 2 | [10.96]Providing and fixing Glass mosaic tiles on finished plain wall surface of size 20 mm x 20 mm x 4 mm in all colour, design , fixing in customize design as per direction of Engineer-in- Charge. The glass mosaic tiles to be fixed on the wall surface with the help of approved adhesive applied at the rate of 2.5 kg per sqm and grouting of the same. The rate is inclusive of all operation, material and required pattern approved by Engineer-in-Charge: [Through Rate] |
| 3 | [11.78]Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. [Through Rate] |
| 4 | [11.8.1]12 mm cement plaster of mix : 1. 1:4 (1 cement: 4 coarse sand) [Through Rate] |
| 5 | [11.9.1]15 mm cement plaster on rough side of single or half brick wall of mix: 1. 1:4 (1 cement: 4 coarse sand) [Through Rate] |
| 6 | [13.29.2]Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 2. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works [Through Rate] |
| 7 | [15.8.7.1]Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical 1500, 1700 and 2000 of MORTandH Specifications. 7.1. RCC Grade M30 Using Concrete Mixer [Through Rate] |
| 8 | [17.13]Granular Sub-Base (Mix in place) Construction of granular sub-base by providing Material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per technical clause 401 of MORT&H technical specifications [Through Rate] |
| 9 | [20.114.1]Supplying erection, testing of fullyautomatic electric control panel board forT/Wells in Pump Chamber consisting ofMS sheet of thickness 14 gauge dulypainted box type floor mounted made ofangle Frame containing 1 no. fullyautomatic air brake starter suitable forMotor of the following capacity, Minswitch of suitable range with HRC fuse, 1no. volt meter (0 to 500 volts), 1 No.Amp. Meter of 0 to 100 amp. 3 sets ofindicating lamp capacitor of suitablecapacity and 1 no. single phase preventerswith the timer switch including wiring inpanel board and suitable electric energymeter wiring in Electric Control PanelBoard complete in all respect as perspecification given in Schedule No. II,Including MCB, suitable, Capacitor,Wooden Box etc as per siterequirement complete in all respect. 1. 10 HP Motor [Through Rate] |
| 10 | [20.64.1]Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade SandS pipes as per IS:8329-2000 (amended up to date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer. Note: E/W to be measured and paid separately. 1. 100 mm i/d [Through Rate] |
| 11 | [21.106.20]Supplying, erection, testing andcommissioning of submersible motorpumping set non clog for seweragehaving head 15.00 m as per the indicatedrequirements of discharge in LPM andpower capacity in BHP as per IS markedincluding all accessories (like SS Pipes,SS Chain (Shackle Chain) ,SS FoundationBolt, complete base frame, Monorail,Chain Guide Line, Auto Compiling, DuctFoot Bend (D/F Bend) etc. complete in allrespect 20. Discharge Capacity (LPM) - 1200Power Capacity (BHP) - 7.5 [through rate] |
| 12 | [23.13]Supply, erection and fixing of 12 mm thick ply wood board having a circular /rectangular hole etc as required including the cost of making hole, nuts and bolts, painting and other petty material with all labour etc. complete in all respect up to the entire satisfaction of Engineer-in-charge of the work. [Through Rate] |
| 13 | [23.22.8.2]MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 8.2. SITC Four pole ON LOAD Manual change over switch in SS enclosure of following Ratings 100 amp 415 volts [Through Rate] |
| 14 | [24.5.1.3]MISCELLANEOUS ITEMS 1.3. Supply and jointing three core submersible flat cables of approved make with bare bunched copper conductor insulated and sheathed with PVC for submersible pump motors /fountain lights etc with voltage grade 1100 volts marked with IS:694, 1990 including cost of jointing, materials as well as carriage, loading, unloading etc. complete in all respect up to the entire satisfaction of Engineer- in-Charge. Submersible Copper Cable 3 Core 4 sqmm [Through Rate] |
| 15 | [26.2]Supplying and stacking of good quality top layer garden earth free from debris and weeds, at site including royalty and carriage/lead 5 km (good earth measured in stacks will be reduced by 20 % for payment) only for filling of pots and flower beds . 0.00 0.00 0.00 [Through Rate] |
| 16 | [28.19]Providing and applying integral crystalline (dry shake) of hydrophilic in nature for waterproofing treatment to the RCC structures like basement raft, foundation slab, sewage and water treatment plant slab, warehouses floor, parking structures and water tank base slab etc. sprinkled @0.60kg per sqm or higher as recommended by the manufacturer`s specification over the lean concrete of above cited structures. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e. by reducing permeability of concrete by more than 85%, compared control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline dry-shake shall be capable of self-healing of cracks up to 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 any leakage. [Through Rate] |
| 17 | [3.1.18]By Mechanical Transport including loading, unloading and stacking 18. Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead up to 10 km for all lifts, complete as per directions of Engineer-in-charge. [Rate] |
| 18 | [4.14.1]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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil. [Through Rate] |
| 19 | [5.1.1]Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually/ by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : 1. In lime mortar [Through Rate] |
| 20 | [5.23.2]Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 2. Nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix) [Through Rate] |
| 21 | [5.32.2]Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in: 2. Channels, angles, tees and flats [Through Rate] |
| 22 | [5.7.4]Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 4. In cement mortar [Through Rate] |
| 23 | [6.1.1]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 1. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) [Through Rate] |
| 24 | [6.1.6]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) [Through Rate] |
| 25 | [6.33.6]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more [Through Rate] |
| 26 | [6.39.1]Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete. 1. 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). [Through Rate] |
| 27 | [7.21.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate] |
| 28 | [8.31]Providing and fixing facing extruded clay Tile (Glass Reinforced Clay Tiles (GRC)) any size any shade and design on wall with under layer of 12 mm thick cement plaster 1:3 and jointed with neat cement matched with pigment complete as per drawings, specifications and to the entire satisfaction of engineer- in- charge. [Through Rate] |
| 29 | NS Item -Purchase and taking away the following and received after dismantled from the site include all leads. (Serviceable MS Grill ) |
| 30 | NS Item -Purchase and taking away the following and received after dismantled from the site include all leads. (Brick) |
| 31 | NS Item -Providing services of chowkidar for complete watch and ward with entire satisfaction of Engineer-in-charge Please Enable Macros to View BoQ information |
