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| 1 | Percentage BoQ BoQ_Ver3.0 Percentage Normal INR Only INR Select, At Par, Excess (+), Less (-) IOCL Tender Inviting Authority :- EXECUTIVE ENGINEER PROVINCIAL DIVISION PWD B&R JALANDHAR Name of Work :- DNIT FOR CONSTRUCTION OF LAWN TENNIS COURT, PICKEL BALL COURT, ELECTRICAL WORK IN PAP GROUND AT PAP CAMPUS, JALANDHAR WARD NO.1 JALANDHAR (MPLAD SCHEME) Contract No: Civil Works 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 ) NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # Sl.No. Work Name 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 With Taxes TOTAL AMOUNT In Words |
| 2 | i) CIVIL WORK |
| 3 | Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent fillingaround masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres |
| 4 | Cement concrete 1:8:16 With stone aggregates 40mm gauge mixing by mechanical means using concrete mixer volumetric type |
| 5 | First class burnt brick laid in cement sand mortar 1:6 in foundation and plinth |
| 6 | Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. |
| 7 | Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete |
| 8 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 9 | Centering and shuttering for columns (Square or rectangular or poly gonal in plain) |
| 10 | Compaction of earth work & Preparation of sub grade including loosening, leveling of earth 225mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&H specifications. (In case of link roads earth work to be done by villagers) |
| 11 | Construction of embankment with good quality earth obtained from borrow pits including compensation of earth, loading, unloading,carriage to site of work, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per technical clause305 of MORT&H specifications |
| 12 | Providing, laying, spreading and compacting stone aggregates of Grading I to water bound macadam specification including spreading inuniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and broomingrequisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications |
| 13 | Providing, laying, spreading and compacting stone aggregates of Grading I to water bound macadam specification including spreading inuniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and broomingrequisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications |
| 14 | Providing and applying primer coat with bitumen emulsion SS on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85kg/sqm complete as per technical clause 502 of MORT&H specifications |
| 15 | Providing and applying tack coat with bitumen emulsion RS using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications |
| 16 | Providing and laying Dense graded bituminous macadam 50mm to 75mm thick with continuos type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.50%, carriage grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of MORT&H specifications. |
| 17 | Providing and applying tack coat with bitumen emulsion RS using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications |
| 18 | Providing and laying bituminous concrete 30mm to 45mm thick with continuous type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4%, Carrige of mixed material to site of work laying with paver finisher with mechanical the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of MORT&H specifications. |
| 19 | Providing and Laying All Weather Acrylic Synthtic Surface (Eight Layer Ultra Cusion) as per Satisfaction of Engineer-in-Charge |
| 20 | Cement concrete 1:2:4 With stone ballast or shingle mixing by manual means |
| 21 | Steel work in built up tubular pipes (round, square or rectangular hollow tubes etc. ISI Marked) for flat shed (ie.Where no truss work is involved)including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. |
| 22 | Providing & Fixing of 10 gauge welded mesh of 25mm x 25mm size fixed on steel glazing with MS flat 20mm x 6mm beeding complete in allrespect including painting two coats with Synthetic Enamel Paint and Priming Coat |
| 23 | Providing and Installation of Tennis Pole 3 inches Powder Coating with Net |
| 24 | ii) ELECTRICAL WORK |
| 25 | GALVANIZED STEEL OCTAGONAL POLES FOR WIND VELOCITY OF 169 Km/ HOUR:Supply and Erection of Galvanized Steel Octagonal Pole (Sheet Thickness 3mm) with base plate designed to withstand wind speed 169 km/hour of suitable length Sheet Steel Confirming to IS 2062 : 2011 E350B0 (Yield Stress must be min 355Mpa and Tensile Strength min 470Mpa which is equivalent to BS-EN10025S355J or ASTM-572A GR-50) and thickness of Hot dip galvanization coating (70microns) conforming to IS:2629/ IS:2633/ IS:4759: BSEN-ISO-1461-1991 OR ASTM A 123/A123M-02. The pole shall be in single piece hot dip galvanized and shall be tapered towards the top. The bottom section shall have openable slot with exterior surface door & shall have suitable locking arrangement for housing three phase four wire cable connection, Bakelite sheet, MCB, loop in and out arrangement for incoming/ outgoing cables. There shall be suitable arrangement for earthing. Rigid Base plate of suitable size and thickness shall be welded inside and outside at the bottom of pole with provision for fixing 4 foundation bolts. The Octagonal Pole shall be bolted on pre- cast foundation with a set of four foundation bolts of EN-8 Grade with thread portion hot dip galvanized for greater rigidity. The foundation shall be erected over cement concrete M20 with steel of given size as per design of original pole manufacturer to fixed up to a required planting depth below ground level as required.(V) Galvanized Octagonal Pole Overall Length 8 metre (Sheet thickness 3mm), Top dia.(A/F) 70mm and bottom dia. (A/F) 135mm, Foundation size below G/L 550mm x 550mm x 1500mm, 4Nos. Foundation Bolts size 20mm dia., Length≥750mm with Base Plate Dimensions 225mm x 225mm x 16mm Thick |
| 26 | Supply and erection of PVC insulated FR single core Unsheathed copper conductor cable (ISI marked) suitable upto 1100 volts grade confirm to IS:694/1990 left bare in pipe or casing of suitable size complete in all respect as desired by the Engineer-in-charge:-II) Overall size 1.5sq.mm (Un-sheathed) |
| 27 | XLPE INSULATED UN-ARMOURED CABLES (LOOSE):Supply, laying and erection of aluminium conductor XLPE insulated PVC sheathed Un-armoured and served cable 1100 volts grade as per IS 7098 (Part-1)1988 to be laid loose in the existing trench or pipe as per PWD General Specifications:- |
| 28 | Overall size 10sq.mm (2Core) Un-armoured (Loose) |
| 29 | Overall size 16sq.mm (4Core) Un-armoured (Loose) |
| 30 | DOUBLE WALLED CORRUGATED (DWC) HDPE PIPES: |
| 31 | Supply and erection of Double Walled Corrugated (DWC) HDPE pipe to be laid 1mtr. below ground level including excavation placing the pipe in position and back filling with excavated soil etc. of the required size:-I) Double Walled Corrugated HDPE Pipe 50/ 38mm (Outer/ Inner dia.) |
| 32 | G.I. EARTHING:Earthing with G.I. wire/ rope in G.I. pipe partly recessed and partly on surface complete with 150cm long 50mm dia. G.I. earth pipe (Cutting threads and 36 Nos. holes, 1cm dia. to make a mesh around the GI Pipe) with G.I. reducing socket including erection of the same, 4.50 metre (14.76 feet) below ground level with 20Kg. charcoal & salt mixture etc., up to 8 metre in length (including boring & refilling).A) Earthing with 8 S.W.G. (4mm dia.) G.I. wire in 15mm dia G.I. pipe with G.I. reducing socket 50mm x 15mm (upto 8Metre in length) |
| 33 | Fixing additional length of earthing with G.I. wire/ rope in G.I. pipe (On Surface) with sockets, elbows and MS saddle clamps including painting etc.A) Additional length G.I. wire 8 S.W.G. (4mm dia.) in 15mm dia. G.I. pipe (On Surface) |
| 34 | Earthing earth rod 20 mm dia for providing earth connections upto line earth with G.I. Wire 8 S.W.G. (4mm dia.). The rod shall be tapered at one end and flatted on other end. The hole size 10mm dia shall be drilled on the flatened side for facilitating connection with G.I. wire and thimble etc. The rod shall be erected in ground upto complete length vertically:-A) GI Earth rod 20 mm dia., 3 mtr. Long |
| 35 | SHEET METAL CUBICAL PEDESTAL, TOWER STRUCTURES, HT & LT LINE ITEMS, MS CHANNELS, BRASS GLANDS, ALUMINIUM & COPPER THIMBLES:CUBICAL PEDESTAL:Supply and erection of Sheet metal cubical pedestal made from 50mmx50mmx6mm thick MS angle iron frame with 5 sides welded & covered with MS sheet 2mm thick & front side hinged with 4\\" hinges & locking system with single/ double door openable placed on MS strip of size 12.5mm x 2.5mm thick welded with MS sheet, 4Nos. legs of 50mmx50mmx6mm thick MS angle iron each of 600mm long with MS sheet 100mmx100mmx6mm thick at the bottom end of the legs. Front door welded x-sectionally with MS flat 25mmx5mm. The front side with MS sheet each 75mm wide & a bend of 75mm width outwards & inwards on all sides with tappered top 200mm high and pedestal with 4 Nos. supporting members each of MS flat 50mmx6mm thick according to cubical size duly welded & complete pedestal to be painted with 1 coat of red oxide & 2 coats of paint & bonding to the existing earth. The Pedestal platform should be filled with 1:2:4 cement concrete mixture and erected 150mm high from the top of the cement concrete platform. The job is to be completed as approved by Engineer-in-charge:-A) Cubical Size 900mm high, 600mm wide and 350mm deep with platform dimensions 700mm x 450mm x 450mm |
| 36 | MCCB's (FOR PANELS & SHEET ENCLOSURE):Supply and erection of Moulded Case Circuit Breaker (Panel mounting Cubical type) in the existing Cubical Panel (confirm to IEC:60947-2) having Ics=100% Icu, 100% neutral with spreader terminal links, Extended rotary handle and relevant PWD general specifications complete with G.I. Bolts, Nuts & Connection on both sides of MCCB with suitable size of thimbles etc:-II) MCCB Four Pole 63/80/100amp., 415volts, ≥25kA Fixed Magnetic and Adjustable Thermal Setting |
| 37 | MS SHEET ENCLOSURE FOR MCCB's:Supply & Erection of indoor type MCCB enclosure of suitable size having provision for MCCB with extended rotary handle. The Enclosure shall be made from 14/16 SWG CRCA sheet, confirming to IS 8623/1977-82. The door should be double folded without edge and the gasket should be ‘S’ type puffed neutral rubber gasket for long life. The hinges of the door should be bolted type with double hole arrangement. The Enclosure door lock should be quick openable type spring loaded. There should not be any special tool or key to open the lock. The Enclosure will be wall mounting type having provision for cable entry from bottom/top with cable glands etc. The sheet metal is sprayed with corrosion resistant etch primer. The finishing treatment shall be applicable with air drying paint (7/9 tank Powder coated process should present in company pemises) after necessary putty work:-A)MS Sheet Enclosure having provision for MCCB 40-160Amp.with extended rotary handle (Approx. Size 500mm x 300mm x 200mm) |
| 38 | SHEET METAL DOUBLE DOOR DISTRIBUTION BOARD FOR MCB's/ RCBO's/ RCCB's:Supply and erection of sheet metal Double Door Distribution Boards IP 43-IK09 metal door (dust protected) as per IS 8623-1&3, IEC 61439-1&3 suitable for flush mounting with fully insulated copper busbars, shrouded neutral bars, earth bars, cement spill protector, color-coded interconnecting wire set, cable ties, blanking plates and circuit identifications label and of required no. of ways for mounting miniature circuit breakers/ RCBO's/ RCCB's in the distribution board (For SP&N distribution board with provision DP MCB's/ RCCB's/ RCBO's as incomer and SP MCB's as outgoings and for TP&N horizontal distribution board with provision TPN/ FP MCB's/ RCCB's/ RCBO's as incomer and SP MCB's as outgoings) as per PWD General specifications including connections with suitable size of thimbles and bonding to existing earth etc:-III) SP&N Double Door Distribution Board 12 way each |
| 39 | MINIATURE CIRCUIT BREAKERS/ RCBO's/ RCCB's:MINIATURE CIRCUIT BREAKERS:Supply and erection of Miniature Circuit Breaker MCB's for circuit protection against overload and short circuit current fault suitable for 240/ 415 volts 50cycles AC supply with breaking capacity of 10kA, Curve-C and low watt losses as per IS/IEC 60898-1, energy limitation class-3, true contact indication, label holder facility in the existing MCB distribution board as per PWD General Specifications including connections with suitable size of thimbles/lugs:- |
| 40 | MCB Double Pole 40amp. (10kA, Curve-C) |
| 41 | MCB Four Pole 50, 63amp. (10kA, Curve-C) |
| 42 | Supply and erection of LED Flood Light 120watt (including LED driver),Pressure Die cast aluminium with efficacy of LED fixture equal to or more than 120 lumens per watt and operating voltage between 140 to 270 volt, input AC frequency 50 Hz ± 1 % complete along with erection of the same with connections, testing etc. complete in all respects as approved and desired by the Engineer-in-charge at site.The certification and Specifications of the LED Fitting's should be as approved by O/o Advisor (Techlical), Govt of Punjab vide Letter no.AT/2021/GL/1410-1422 Dated 06/05/2021. Besides this the lighting fixtures manufactures should have in house NABL accredited laboratory. |
| 43 | Supply and erection of M.S. Channel bracket made from 100mm x 50mm of length 250mm and height 600mm with M.S. angle iron 40mm x 40mm x 5mm for installing metal halide flood light fitting on it. Bracket should be fixed/ welded with the G.I pipe of 80mm. The bracket should be painted with one coat of primer and two coats of approved paint. (Rates derived from CSR) Total in Figures 3430771.0 3430771.0 INR Thirty Four Lakh Thirty Thousand Seven Hundred & Seventy One Only 4.0 Construction of chamber for 100mm sluice plates item5 10.0 Nos Quoted Rate in Figures Select 0.0 0.0 INR Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
