|
| 1 | Providing and fixing A coconut placed on top of a lotus sculpture is a traditional and auspicious decoration in Indian culture, symbolizing good luck, prosperity and spirituality. A toran is an arched, free-standing, or decorative gateway inIndian architecture, symbolizing welcome, good fortune, and a warm welcome to a city. A stone sculpture having RAM on every stone refers to an artistic or architectural feature where the divine name `Ram` is carved or inscribed on to individual stones Material: FRP is a composite material made of a polymer matrix reinforced with fibres, often glass fibres, providing strength and durability.Size: Lotus width is 20` and lotus and coconut height is 11` and Toran Length is 32` Stone width is 3`and total Stone are 364 nos. |
| 2 | roviding and fixing stone chatri of pink sandstone of overall height 5`-7` and plan size 2`-6` x 2`-6`, including base, pillars/columns, brackets, chhajja / dome, ornamental mouldings and finial as per architectural drawing, all carved and dressed true to line and level. Including Machine-cut and hand-dressed pink sandstone.All decorative carving, moulding, edges rounding, and profiling as per design. Rubbing, finishing, manual polishing, cleaning and making all joints neat and uniform. complete in all respect as per the direction of engineer in charge. |
| 3 | Providing and fixing thick pink sandstone cladding on columns and other designated areas, including all hand-carved designs, motifs, sculptures, jali work, mouldings, borders, and ornamental detailing as per approved architectural drawings.... Machine-cut dressing and detailed hand carving as per design pattern. Sculptural work including figurative, floral, geometric or temple-style artwork.Fixing the stone cladding over RCC/brick surface using cement mortar (1:4/1:6) and adhesive where required.Grinding, surface finishing, fine rubbing and polishing to achieve uniform texture. Completing all joints, pointing and cleaning. |
| 4 | Providing and fixing Mansara made of premium pink sandstone, having an overall height of 5`-3` and diameter 3`-0`, including base, shaft and capital/top portion including Turning, shaping and hand-carving of the pillar including base moulding, fluting (if any), ring details, and decorative capital Machine dressing and final hand finishing to achieve smooth and uniform surface. Fixing in position over prepared base with cement mortar 1:6 or adhesive as specified. Rubbing, polishing, surface finishing and cleaning. as per architectural design. |
| 5 | Providing and fixing Pink Sandstone cladding including carving of 40 mm thickness on walls/columns/required surfaces, machine-cut and hand-dressed, including all finishing as per approved design and drawings. including Supplying selected quality pink sandstone slabs of uniform colour.Cutting, dressing, edge finishing and surface smoothing. Hand finishing such as grooves, moulding, chamfering (if required). Fixing over RCC/brick surface with cement mortar 1:4 or adhesive as specified. Rubbing, finishing, polishing, cleaning and making joints neat and uniform.complete in all respect as per the direction of engineer in charge. |
| 6 | Providing and fixing of LED IP-65 flood light fixture made of die cast aluminium housing fitted with toughened glass. (With Mid Power LED`s MF FL LED 400(Slim), 150W (With-Philips/Fulhame/HR Driver å 10KVA SPD) complete in all respect as per entire satisfaction of engineer incharge. |
| 7 | Providing and fixing of WELCOME TO BAHADURGARH IN Acrylic letters per the design and complete in all respect as per the direction of engineer in charge. |
| 8 | Providing and fixing of Gratify on wall as per design complete with all respect. (Make: ART Mahkama, Jakhar Art, Vriddhi Art Gallery) |
| 9 | Providing and Fixing of Decorative pole of 4mtr high made of galvanised Mild steel pipes fitted with cast aluminium embellishments duly polyurethane paint coated with cast aluminium base cover. Pole Bottom Dia- 139.7x3.6mm (1 mtr), Top Dia -_ 76.1x3.2mm (2.5 mtr) Base Plate Size is 250x250x12mm Foundation Bolt 16x600x4 Nos. with Single Arm Bracket MF-82A height will be 1.5 Mtr. Long with Suitable pipes and Bracket will be completed with Aluminium Castings as per approved design and LED decorative drop down light 50w made of aluminium housing fitted with P??? diffuser, Light Dimensions is 500x370 (With-Philips/Fulhame/HR Driver and10KVA SPD)complete in all respect as per the direction of the officer-in-charge. |
| 10 | Automatic Control Panel fabricated with 16 SWG CRCA sheet outdoor type with 25A Contactor, 63A MCCB, 24 Hr. Timer andReverse/Forward Switch. |
| 11 | [10.100.2]Cement Concrete 1:8:16 Flooring 2. Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth. [Through Rate] |
| 12 | [10.4]Providing and laying of screed of 50 mm thick cement concrete 1:8:16 to be laid below the topping. [Through Rate] |
| 13 | [10.50.1]Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. 1. Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. [Through Rate] |
| 14 | [10.99]Providing and fixing covel stone/garden stone of size 150 mm x 150 mm laid in 20 mm thick cement mortar 1:3 including grouting the joint with white cement and matching pigment complete in all respect (Covel/Garden stone to be as per manufacturer`s specifications to be got approved from Engineer-in-charge) [Through Rate] |
| 15 | [11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [Through Rate] |
| 16 | [11.58]Providing and applying two coats white cement based putty of approved brand and manufacturer, over plastered surface and grinding the surface smooth with sand paper to get en even and smooth finish including cost and carriage of all material , labour charges, scaffolding, sundries etc. complete [Through Rate] |
| 17 | [11.6.2]15 mm cement plaster on the rough side of single or half brick wall of mix : 2. 1:6 (1 cement: 6 fine sand) [Through Rate] |
| 18 | [17.6]Construction of Embankment with Material obtained from Borrow pits NA Construction of Embankment CBR 8% (for new road/ raising/ berms/ etc.) with approved material obtained from borrow pits, including compensation of earth with all lead and lift transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications. [Through Rate] |
| 19 | [23.22.1.3]MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 1.3. Supply and erection of Modular case circuit breaker single pole/4 pole on existing wall/pedestal/Panel including bounding to earth and making necessary connections required to complete the job in all respect up to the entire satisfaction of the Engineer-in-charge of the work. TRIPLE POLE MCCB 16 to 100 Amp, 25 KA [Through Rate] |
| 20 | [23.22.2.1]MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 2.1. MCCB Enclosure made of Sheet Steel suitable for mounting MCCB of following ratings MCCB up to 125 A FP [Through Rate] |
| 21 | [23.22.5.1]MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 5.1. Supply and erection of miniature circuit Breaker 240/415 V in the existing distribution board including making necessary connections:- 6 amp. to 32 amp Single Pole [Through Rate] |
| 22 | [23.27.2]Supply and erection of Godrej Almirah typeM.S. pedestal made of 50 mm x 50 mm x 6 mm angle iron frame with 3.00 mm thick M.S. sheet covering including shutters with suitable hinges and locking arrangement with Godrej type handle including round bars . The top covering should have downward overhang of 75 mm on all sides of pedestal , having two sets of water proof ventilation holes of suitable size on the sides , at top and bottom , each set containing four Nos. holes to discharge the heat produced by the current . The shutters fixed with rubber gasket of superior quality and of suitable size to make it water proof . The pedestal duly painted both inside and outside with two coats of approved paint and primary coat and its legs are embeded upto the entire depth in 1:2:4 cement concrete block , projected 75 mm all around the pedestal and and 200 mm above the ground level including the cost of all labour and material required to complete the job in all respect upto the entire satisfaction of the Engineer-in-charge of the work:- 2. M.S. pedestal of size 750 mm wide , 900 mm high , 300 mm deep and bottom totally open , duly embeded in cement concrete block of size 900 mm x 450 mm x 200 mm above ground level , having a base of size 1050 mm x 600 mm x 250 mm below ground level . 0 0 [Through Rate] |
| 23 | [23.3.6.9]COPPER WIRING IN PVC CONDUIT (SURFACE/RECESS) 6.9. Wiring main and sub mains in two single core for phase and neutral wire and one single core for earth wire PVC insulated Copper conductor cable 1100 Volts grade in PVC Conduit etc as required. 3 run of Size 1.50 Sqmm(1/1.40mm) [Through Rate] |
| 24 | [24.1.1]EARTHING AND LIGHTENING ARRESTOR 1. Earthing with GL earth pipe 4.5 m long and 40 mm dia with masonry enclosures on the top etc. (but without charcoal or coke and salt) as required. [Through Rate] |
| 25 | [24.1.14]EARTHING AND LIGHTENING ARRESTOR 14. Supply and erection of 20mm x 3 mm thick GI, tape fixed with suitable G.I. staples of same size. [Through Rate] |
| 26 | [24.1.2]EARTHING AND LIGHTENING ARRESTOR 2. Extra for using salt and char coal/coke for pipe earth electrode as required. [Through Rate] |
| 27 | [24.13.12]LT CABLES (Aluminium Conductor, Armoured and Unarmoured) PROVIDING& ERECTION/ LAYING OF PVC/ XLPE INSULATED UNDERGROUND ALUMINIUM CONDUCTOR UNDERGROUND CABLE LOOSE IN EXISTING PIPE OR TRENCHES COMPLETE IN ALL RESPECT WITH NECESSARY CONNECTION UPTO THE ENTIRE SATISFACTION OF ENGINEER IN CHARGE OF THE WORK 12. 6 Sq mm 4 core (Arm.) [Through Rate] |
| 28 | [24.13.24]LT CABLES (Aluminium Conductor, Armoured and Unarmoured) PROVIDING& ERECTION/ LAYING OF PVC/ XLPE INSULATED UNDERGROUND ALUMINIUM CONDUCTOR UNDERGROUND CABLE LOOSE IN EXISTING PIPE OR TRENCHES COMPLETE IN ALL RESPECT WITH NECESSARY CONNECTION UPTO THE ENTIRE SATISFACTION OF ENGINEER IN CHARGE OF THE WORK 24. 16 Sq mm 4 core (Arm.) [Through Rate] |
| 29 | [24.13.32]LT CABLES (Aluminium Conductor, Armoured and Unarmoured) PROVIDING& ERECTION/ LAYING OF PVC/ XLPE INSULATED UNDERGROUND ALUMINIUM CONDUCTOR UNDERGROUND CABLE LOOSE IN EXISTING PIPE OR TRENCHES COMPLETE IN ALL RESPECT WITH NECESSARY CONNECTION UPTO THE ENTIRE SATISFACTION OF ENGINEER IN CHARGE OF THE WORK 32. 25 Sq mm 4 core (Arm.) [Through Rate] |
| 30 | [24.13.48]LT CABLES (Aluminium Conductor, Armoured and Unarmoured) PROVIDING& ERECTION/ LAYING OF PVC/ XLPE INSULATED UNDERGROUND ALUMINIUM CONDUCTOR UNDERGROUND CABLE LOOSE IN EXISTING PIPE OR TRENCHES COMPLETE IN ALL RESPECT WITH NECESSARY CONNECTION UPTO THE ENTIRE SATISFACTION OF ENGINEER IN CHARGE OF THE WORK 48. 50 Sq mm 4 core (Arm.) [Through Rate] |
| 31 | [24.4.16]STREET LIGHT 16. Supply and erection of weather proof M.S. box of size 20 cm x 15 cm x 10 cm. covered with 3.00 mm thick M.S. sheet hinged cover, locking arrangement , housed in wall , including the cost of 1 no. 16 amp. 415 volts SP MCB and 2 nos. 63 amp. 415 volts neutral links fixed on hard wood board/10 mm Bakellite sheet in the M.S. box including painting and necessary connections . [Through Rate] |
| 32 | [24.8.3]RCC FOUNDATIONS FOR OCTAGONAL POLES 3. Providing RCC foundation of M25 grade (1 Cement:1 Stone aggregate: 2 Coarse sand) i/c excavation, steel reinforcement (Fe 500) @80 kg/cum of concrete contents, concrete cover 50mm, anchor bolts etc. over a bed of PCC 1:5:10 of required dimensions for octagonal poles of various heights as per following specifications complete in all respects and as per directions of Engineer-in-charge 5m high pole [Through Rate] |
| 33 | [4.12.1]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 up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 1. All kinds of soil [Through Rate] |
| 34 | [4.32]Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. [Through Rate] |
| 35 | [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] |
| 36 | [6.14.1]Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) [Through Rate] |
| 37 | [6.15.1]Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor four level, excluding cost of centering, shuttering, finishing and reinforcement : 1. 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) [Through Rate] |
| 38 | [6.25.1]Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. 1. All works up to plinth level [Through Rate] |
| 39 | [6.25.2]Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. 2. All works above plinth level up to floor IV level [Through Rate] |
| 40 | [6.26.1]Extra for providing richer mixes up to plinth and at all floor levels. 1. Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum) [Through Rate] |
| 41 | [6.30.1]Centering and shuttering including strutting, propping etc. and removal of form for 1. Foundations, footings, bases of columns, etc. for mass concrete [Through Rate] |
| 42 | [6.30.2]Centering and shuttering including strutting, propping etc. and removal of form for 2. Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. [Through Rate] |
| 43 | [6.30.3]Centering and shuttering including strutting, propping etc. and removal of form for 3. Suspended floors, roofs, landings, balconies and access platform [Through Rate] |
| 44 | [6.30.5]Centering and shuttering including strutting, propping etc. and removal of form for 5. Lintels, beams, plinth beams, girders, bressumers and cantilevers [Through Rate] |
| 45 | [6.30.6]Centering and shuttering including strutting, propping etc. and removal of form for 6. Columns, Pillars, Piers, Abutments, Posts and Struts [Through Rate] |
| 46 | [6.32.1]Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentring at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured). 1. Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) [Through Rate] |
| 47 | [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] |
| 48 | [6.34.6]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 above 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] |
| 49 | [7.22.2]Brick work with common burnt clay non-modular bricks of class designation 10.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : 2. Cement mortar 1:6 (1 cement : 6 coarse sand) [Through Rate] |
| 50 | [8.27.2]Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. 2. Granite work [Through Rate] |
| 51 | [8.3]Providing and fixing adjustable stainless steel cramps of approved quality, required shape and size, adjustable with stainless steel nuts, bolts and washer (total weight not less than 260 gms), for dry stone cladding fixed on frame work at suitable location, including making necessary recesses in stone slab, drilling required holes etc complete as per direction of the Engineer-in-charge. [Through Rate] |
| 52 | [8.9.1.5]Stone work (machine cut edges) for wall lining etc. (veneer work) up to 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : 1.5. Red sand stone - exposed face fine dressed with rough backing.30 mm thick [Through Rate] |
| 53 | [9.18]Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. [Through Rate] |
| 54 | [9.57.3]Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 3. 150 mm diameter [Through Rate] |
| 55 | [9.58.5.3]Providing and fixing on wall face Unplasticised - PVC moulded fittings/ accessories for Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 5.3. Bend 87.5° 150 mm bend [Through Rate] Please Enable Macros to View BoQ information |
