Items - PROVISION OF HARDENED PATH, FALSE CEILING, MONKEY CAGING AT AIRMEN MESS MAKARPURA AND REPLACEMENT OF DOORS AND WINDOWS OF OMQ AT MAKARPURA AT AF STATION VADODARA
| Item Rate BoQ | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| BoQ_Ver4.0 | Item Rate | Normal | INR Only | INR | ||||||||||||||||||||||||||||||||||||||||||||||||||
| Select, Excess (+), Less (-) | Less (-) | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Tender Inviting Authority: GE(AF) BARODA | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Name of Work: PROVISION OF HARDENED PATH, FALSE CEILING, MONKEY CAGING AT AIRMEN MESS MAKARPURA AND REPLACEMENT OF DOORS AND WINDOWS OF OMQ AT MAKARPURA AT AF STATION VADODARA. | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Contract No: GE(AF) BRD/ OF 2025-2026 FILE NO: 8996/E8 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Name of the Bidder/ Bidding Firm / Company : | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only) | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | Estimated Rate | Addition / Deduction | Addition / Deduction Values | Currency Convertion against each Item | Quoted Currency in INR / Other Currency | BASIC RATE In Figures To be entered by the Bidder Rs. P | Excise Duty | VAT | Freight Charges ( Unloading & Stacking) | Any Other Taxes/Duties/Levies | Other Taxes 2 | IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax | Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category | TOTAL AMOUNT | TOTAL AMOUNT | TOTAL AMOUNT In Words | ||||||||||||||||||||||||||||||||||
| 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 | 11 | 12 | 13 | 14 | 15 | 16 | 17 | 18 | 19 | 20 | 21 | 22 | 23 | 24 | 25 | 26 | 27 | 28 | 29 | 30 | 31 | 32 | 33 | 34 | 35 | 36 | 37 | 38 | 39 | 40 | 41 | 42 | 43 | 44 | 45 | 46 | 47 | 48 | 49 | 50 | 51 | 52 | 53 | 54 | 55 |
| 1.00 | Taking down chowkats or frames (Wooden or steel) with shutters (without taking off shutter from the frame) exc 1.5 Sqm and n exc 4.0 Sqm each complete all as speified and as directed. | 20.00 | EACH | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 1 | Construction of chamber for 100mm sluices valve | item1 | 10 | 1 Nos | |||||||||||||||||||||||||||||||||||||||
| 2.00 | Taking down chowkats or frames (Wooden or steel) with shutters (without taking off shutter from the frame) n exc 1.5 Sqm each complete all as speified and as directed. | 24.00 | EACH | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 3.00 | &L for forming jambs to openings in CM 1:4 including cutting, toothings and properly bonding into old work including facing and pointing to match existing work, complete all as specified and directed. | 64.00 | SQM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 4.00 | S&F Powder coated aluminium (minimum thickness of powder coating 50 micron) work for doors, windows, ventilators and partitions (Fixed portions) with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/ paneling, C.P. brass/ stainless steel screws,plaster work on edges during fixing (if required)etc all complete as per architectural drawings and as directed at site. | 880.00 | KG | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 5.00 | S&F 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 walk ways railings framework or water tanks and similar work conforming to Fe 290 Gde-E-165 complete all as specified and directed. | 6050.00 | KG | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 6.00 | S&F Stainless steel wire cloth 0.36mm nominal dia wire and average width of aperture 1.14mm and fixed with stainless steel wire staples complete all as specified and directed. | 26.00 | SQM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 7.00 | S&F 4mm thick figured glass pin headed type and glazing with oil putty in squares not exc 0.5 sqm in each pane complete all as specified and directed. | 5.00 | SQM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 8.00 | S&F 4mm thick Sheet glass, ordinary quality and glazing with glazing clip and powder coated aluminium beading in square not exc 0.5 sq. m in each pane complete all as specified and directed. | 15.00 | SQM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 9.00 | S&F 4mm thick Sheet glass, ordinary quality and glazing with glazing clip and powder coated aluminium beading in square exc 0.5 sq. m in each pane complete all as specified and directed. | 30.00 | SQM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 10.00 | M&L for Preparation of new surfaces of wall of any description and applying two coats of oil bound distemper over and including one coat of primer complete all as specified as directed | 129.00 | SQM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 11.00 | M&L Preparation of new steel surfaces over 10 CM width or girth and applying with two coats of synthetic enamel over and including one coat of red oxide primer complete all as specified and directed. | 214.00 | EACH | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 12.00 | M & L 20mm thick Granite (of any type) work (table rubbed and polished) as in steps, jambs, pillars, window cills,cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite including making the edges half round complete all as specified & directed. | 16.00 | SQM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 13.00 | M&L for Cutting holes into or through cement concrete slabs, chajjas, etc. reinforced or otherwise; superficial area not exc 100 Sq cm complete all as specified and as directed | 1680.00 | PER CM OF DEPTH | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 14.00 | M & L for providing Plain Cement Concrete 1:3:6 type C-1 (using 20mm graded stone aggregate) as in bed blocks for hold fast and similar work etc complete all as specified and directed. | 0.17 | CUM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 15.00 | S&F 4mm dia galvanised steel wire, 50x50mm mesh, made up into mattresses or cages, lapped, wired and laid in position, including closing after filling complete all as specified and directed | 135.00 | SQM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||||
| 16.00 | M&L for Brick work with sub class 'B' bricks, straight or curved on plan exc. 6 M mean radius built in cement mortar 1:6 complete all as specified and directed. | 5.00 | CUM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 17.00 | M&L for 10mm thick cement plasters in CM 1:4 on concrete or brick wall surfaces finished even & smooth with out using extra cement complete all as specified and directed. | 45.00 | SQM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 18.00 | M&L for Providing & fixing false ceiling at all heights with semi perforated 12mm thick micro tegular edged GRG (Glass Fibre Reinforced Gypsum) false ceiling tiles of Size 595 x 595 mm of approved texture,design and patterns having moisture content less than 2%, humidity resistance of 99%, NRC0.50 to 0.75 as per IS 8225:1987, Noncombustible as per BS 4 76 (part 4 )-1970 and light reflectance of 85% (minimum) to be laid in true horizontal level suspended on interlocking metal T-Grid of hot dipped galvanized iron section of 0.33mm thick (galvanized @ 120 grams per sqm including both sides) comprising of main- T runners of size 15 x 32 mm of length 3000mm,cross-T of size 15x 32mm of length 1200mm and secondary intermediate cross-T of size 15 x 32 mm of length 600mm to form grid module of size 600x 600mm, suspended from ceiling using galvanized mild steel items (galvanizing @ 80 grams per sqm) i.e 50mm long, 8mm outer diameter M-6 dash fasteners, 6mm dia fully threaded hanger rod as required at site and L shape level adjuster of size 85x25x2mm. Galvanised iron perimeter wall angle of size 24x 24x0.40mm of length 3000 mm to be fixed on periphery wall/ partition with the help of plastic rawl plugs at 450 mm center to center and 40mm long dry wall wood screws. The work shall be carried out as per specifications, drawing and directions. | 270.00 | SQM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 19.00 | Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for complete all as specified and directed. | 3.00 | CUM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 20.00 | Demolition of Brickwork or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed. | 7.20 | CUM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 2 | Construction of chamber for 100mm sluices valve | item3 | 10 | Nos | |||||||||||||||||||||||||||||||||||||||
| 21.00 | M&L cement concrete work in pavement /hard standing of flexural strength 40MPA in field using 400kg of cement per cubic metre, thickness of concrete 25cm or less complete all as specified and directed. | 1.00 | CUM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 22.00 | Excavation over area not exceeding 1.5 m deep and getting out in soft/loose soil complete all as specified and directed. | 72.00 | CUM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 3 | Supplying, Conveying and fixing spls. Including ea | item4 | 10 | Nos | |||||||||||||||||||||||||||||||||||||||
| 23.00 | Rolling and consolidating formation surface in cutting with power roller 8 to 12 ton capacity complete all as specified and directed. | 24.00 | X SQM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||||
| 24.00 | M&L for Laying and compacting 150 mm thick (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade II as specified Table 900-1 of MaRTH specifications for Road and Bridge works, 2013, in a single layer over compacted subgrade with natural sand, crushed gravel, crushed stone, crushed slag or combination thereof as per the grading required The materials are mechanically mixed, spread and leveling on the subgrade by using motor grader of adequate capacity, and rolling with vibratory roller of capacity 80-1 00 KN static weight for achieving required compaction density of atleast 98% of the Maximum Dry Density. Consolidating to required gradient and camber complete all as specified and directed with finished surface tolerances as per Table 900-1 of MaRTH specifications for Road and Bridge works, 2013 complete all as specified and directed. | 24.00 | X SQM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 3 | Supplying, Conveying and fixing spls. Including ea | item4 | 10 | Nos | |||||||||||||||||||||||||||||||||||||||
| 25.00 | M&L for Laying and compacting 150 mm thick (compacted thickness) Wet Mix Macadam (WMM) laid in two layers of 75 mm each grading as pe table 400-13 of MaRTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with wate to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100KN static weight and consolidating to required gradien and camber complete all as specified and directed The finished surface tolerances to be as per Table 900-1 of MaRTH specifications for Road and Bridge works 2013 complete all as specified and directed. | 24.00 | X SQM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||||
| 26.00 | M&L Providing and Laying Dry lean Concrete (DLC) 125 mm thick of aggregate gradation as per Table 1 of SP 49:2014 having 7 day average compressive strength not less than 7 MPa Minimum cemen content not less than 140 Kg/Cum DLC mixed in Batching Plant, transported to site and laid by electronic sensor paver including spreading and compacting usign high amplitude tamping bars of paver (initial compaction) further by double drum smooth wheeled vibratory rollers with 80-100 KN static weight to achieve minimum dry density not lessthan 98% of maximum Dry Density, necessary finishing etc complete all as specified and tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge work 2013. complete all as specified and directed. | 24.00 | X SQM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||||
| 27.00 | M&L 10 mm thick sand cushion with clean river sand duly clear of residual , organic and deleterious materials spread evenly to uniform thickness laid over DLC layer complete all as specified and directed. | 2.40 | CUM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 2 | Construction of chamber for 100mm sluices valve | item3 | 10 | Nos | |||||||||||||||||||||||||||||||||||||||
| 28.00 | M&L Supplying and laying 400 micron thick HDPE sheet (Virgin Quality) water proof, wrinkle free without puncture having minimum weight 390 gm/Sqm over tack coat/sand cushion as specified in the design with overlap between adjacent strips and at transverse joints as minimum complete all as specified and directed. Note: No additional amount shall be paid for overlapping. | 240.00 | SQM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 29.00 | M&L Pavement quality concrete(PQC) of minimum 28days field Flexural strength of 45Kg/ Sqcm or 4.5Mpa, aggregate gradation as per Table 3 of IRC 15-2017, coarse aggregate of clean , hard strong, dense non-porous and durable pieces of crushed stone or gravel, fine aggregates of clean natural sand or crushed stone sand or combination of both using minimum 360 kg/cum of cement with non-circular, virgin synthetic fibre of 12-18 mm length, specific gravity 1.34 to 1.39, UV stable, alkali resistant, with equivalent dia 15-40 micron, minimum melting temperature as 240°C and minimum tensile strength of 300 Mpa and at the rate as specified by the manufacturer. PQC laid, spread and compacted with slip-form paver of minimum 7.50 m width , including curing and tining by Texturing cum Curing Machine complete all as specified and directed. Required surface texturing to be done as specified in Clause -10. 1. 14 and Table 9 of IRC: 15-2017. complete all as specified and directed. | 72.00 | CUM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 30.00 | M&L for Cutting of construction joints 25 mm deep and 10 mm wide by early entry saw cut using diamond bit cutter of appropriate size, straight and smooth edges. Joint cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant. Placing of closed cell, medium density, crossed linked polyethylene foam backup rod of 12 mm dia, application of bond breaker tape on top of back up rod for complete width of the joint and filled with polyurethane based sealan complying with BS-5212, BS 4254 and EN- 141875-2003 with minimum movement accommodation factor (MAF) of +I- 30% having minimum 10 year performance guarantee, applying masked tape on the edges of joints and removing the masking tape after filling of sealant as per the method specified by the manufacturer complete as specified and directed | 0.60 | XRM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 31.00 | M&L for Forming dummy/contraction joint with an initial saw cut of 3 mm soon after the concrete has set, upto a depth of 1/3rd to 1 /4th the thickness of the slab, widening the first saw cut to 6 mm and 24 mm deep by using diamond bit cutter of appropriate size, straight and smooth edges. Joint cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris. Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant. Placing of closed cell, medium density, crossed linked polyethylene foam backup rod of 8 mm dia, application of bond breaker tape on top of back up rod for complete width of the joint and filled with polyurethane based sealant complying with BS-5212 , BS 4254 and EN-141875-2003 with minimum movement accommodation factor (MAF) OF +/- 30% having minimum 10 year performance guarantee, applying masked tape on the edges of joints and removing the masking tape after filling of sealant as per the method specified by the manufacturer complete as specified and directed. | 10.00 | XRM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 32.00 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard and dense soil complete all as specified and directed | 15.40 | CUM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 33.00 | Returning, filling in, including spreading, levelling watering and well ramming in layers n.exc 25cm complete all as specified and directed | 15.40 | CUM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 34.00 | Removing excavated material (soil) exc. 1.50 km but n exc. 5 km and depositing where diected not exc 1.5 M from starting point complete all as specified and directed | 72.00 | CUM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 35.00 | M&L for hardcore 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 and directed | 2.48 | CUM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 36.00 | M&L for cement concrete type D2,1:4:8 by using 40mm graded stone aggregate in foundation filling mass oncrete, and under PCC ramp for down stream of grill/grating.Complete all as specified and directed. | 2.48 | CUM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 37.00 | M&L for Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and softs (if any) of foundation and plinth beams, and similar work, vertical or to batter for rough finished surfaces of concrete Complete all as specified and directed. | 44.00 | SQM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 38.00 | M&L for Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) rough finished surfaces of concrete flat complete all as specified and directed. | 11.00 | SQM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 39.00 | M&L for reinforced cement concrete M-30 (Design mix) using 20mm graded stone aggregate as in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed. | 9.90 | CUM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 40.00 | M&L for reinforced cement concrete M-30 (Design mix) using 20mm graded stone aggregate as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed. | 3.30 | CUM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 41.00 | M&L for Mild steel TMT bars 10MM dia and over cut to length bent to shape required incl cranking bending spirally for hooping for columns , hooking ends and binding with and including mild steel wire annealed not less than 0.9 MM dia Complete all as specified and directed. | 2500.00 | KG | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 42.00 | M&L for Pre-cast cement concrete block masonry with solid blocks of type C1 (1:3:6) exc.10 CM in width and setting in cement mortar (1:6) Complete all as specified and directed. | 2.00 | CUM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 43.00 | M&L for rendering 10mm thick in CM (1:6) on fair faces of Brick/concrete surfaces finished even and fair Complete all as specified and directed. | 15.00 | SQM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 44.00 | M&L for painting lines, dashes, arrows, etc. and applying road marking paint (Adequate no. of coats) with white/Red/Yellow/Golden as required exc 10cm width or grith on road as approved by GE complete all as specified and directed. | 10.00 | SQM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 45.00 | M & L for flameproof concealed point wiring on wall and surface wiring on ceiling / roof /hanger with necessary fixing arrangements with stranded PVC-FRLS insulated and unsheathed copper stranded conductor of size 1.5 Sqmm, 1100 volts grade drawn in and including 16 gauge stove enameled ERW rigid steel conduit (metallic) not less than 19 mm dia with all MS conduit accessories/ fittings such as junction boxes, bends, tee, elbow etc including PVC-FRLS insulated and unsheathed copper stranded conductor of size 1.5 Sqmm, 1100 volts grade for continuous earthing including cutting the chases and making good the surface by cement mortar (1:3) and for matching / finishing of new surfaces either by means of plaster of peris/ Putti or distemper / colour wash with same existing colour surfaces for one light, fan point controlled by one switch complete all as specified and directed. | 31.00 | PER POINT | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 46.00 | All as per Serial Item No 45 above but point wiring with 2.5 Sqmm single core FRLSH cables and earth continuity wire of 2.5 Sq mm single core FRLS cable for one 3 pin 15 Amps socket out let point controlled by one, one way switch on independent board complete all as specified and directed. | 10.00 | PER POINT | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 47.00 | S&F LED Flameproof light of capacity 60 watt with cast aluminium housing & toughened glass suitable for hazardous area and easy to fit in false ceiling IP65/IP66 complete all as specified and directed. | 8.00 | EACH | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 48.00 | S&F Flame proof proof rotary type with termination box in LM6, 16 A, single pole 250 V complete all as specified and directed. | 16.00 | EACH | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 49.00 | Dismantaling & lowering down existing flame proof light hanging on up to 1.2 m below the existing position with using iron chain link complete all as specified & directed | 20.00 | EACH | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 50.00 | S & F Flameproof plug in switch socket combined in LM6 cable termination box in LM6, 16 A, 250V, 2P+earth complete all as specified & directed | 10.00 | EACH | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 51.00 | M&L sub main wiring with two single core PVC-FRLS insulated unsheathed stranded copper conductor cable of size 4 sqmm drawn in and including 16 gauge stove enameled ERW rigid steel conduit (metallic) not less than 19 mm dia with all MS conduit accessories/ fittings with 4 Sqmm PVC-FRLS insulated unsheathed stranded copper conductor as a continuous earth wire including taking down old unserviceable sub main wiring complete all as specified and directed. Note : (i) Two single core cable and one run of earth copper conductor and steel conduit with fittings shall be measured and paid as one unit length | 35.00 | RM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 52.00 | S&F in Flame proof /weatherproof lightening distribution Board when MCBs to be used SPN 8 ways, 240 V with IP 54 Protection with 200Amps rated bus bar complete with (Incoming MCB ,2P,63 AMPs-01 Nos., Outgoing MCB 1 P, 6 Amps-06 Nos.) properly on in concealed position and to provide required sizes of flexible conduit at any open surfaces near DBs of cables/wires complete all as specified and directed. Make : Schneider/L&T/C&S | 1.00 | EACH | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 53.00 | S&F Flameproof /weatherproof Ceiling Fan with regulator size 48'' single phase complete all as specified & directed | 3.00 | EACH | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 54.00 | Note for all items :- If any item gets repeated in this schedule, the lowest rate quoted for those same items by the L-1 bidder shall be considered for payment and decision of Accepting Officer i.e. GE(AF) Baroda in this regard shall be final and binding. | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Total in Figures | 0.00 | 0.00 | INR Zero Only | 4 | Construction of chamber for 100mm sluice plates | item5 | 10 | Nos | ||||||||||||||||||||||||||||||||||||||||||||||
| Quoted Rate in Figures | Select | 0.0000 | 0.0000 | Zero Only | ||||||||||||||||||||||||||||||||||||||||||||||||||
| Quoted Rate in Words | INR Zero Only |
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