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| 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 upto 50 m and for all lift, as directed by Engineer-in-charge.(DSR 2.8.1) |
| 2 | Providing and laying 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(DSR 4.1.10)) |
| 3 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand). (DSR 6.1.1) |
| 4 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand). (DSR 6.4.2) |
| 5 | Providing and laying in position cement concrete of grade 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (DSR 4.1.2) |
| 6 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (DSR 10.2) |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more (DSR No. 5.22.6) |
| 8 | Providing and laying 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level (DSR 5.1.2) |
| 9 | Reinforced cement concrete work 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 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 five level, excluding cost of centering, shuttering, finishing and reinforcement : (DSR 5.2.2) |
| 10 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (DSR 5.3) |
| 11 | Supply of 25 mm dia.M.S. Anchor bolts (conforming to IS-226) 500 mm long with base plate(50x50x6 mm)welded with anchor bolts,including its threading upto a length of 10cm. and galvanizing upto 15cm from top, also supply of a pair of galvanized standard nuts with threading including supply of 5mm thick washer and cost of labour material and T&P etc. required for proper completion of the work. (NSI NO. 9.14) |
| 12 | Fixing and grouting 25 mm and below dia M.S. Anchor bolt in proper alignment level and setout with the help of a template including supply of all labour T&P etc. reqd. for proper completion of the work. (labour rates only) . (NSI NO. 9.15) |
| 13 | Fixing of Template for auxiliary structure. (NSI NO. 9.32) |
| 14 | 12mm th. Plaster in 1:4 (DSR 13.4.1) |
| 15 | 12mm th. Plaster in 1:6 (DSR 13.4.2) |
| 16 | 6 mm cement plaster 1:3 (1 cement : 3 fine sand) of mix :(DSR 13.16.1) |
| 17 | Neat cement punning.(DSR 13.18) |
| 18 | Champering the edge of concrete in auxiliary structure, of size 25 mm wide in triangular section including all materials, labour & T&P etc complete. (NSI No.11.18) |
| 19 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.(DSR 2.27) |
| 20 | 2.5 cm thick 1:1.5:3 plain cement concrete floor with cement, approved coarse sand & 2cm graded approved stone ballast laid in panels finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 5:1 as specified and removing any overlapping mortar at the joints of the panels if any and giving them a uniform finish including supply of all materials, labour and T&P etc, required for proper completion of the work. without base CC. (NSI No. 12.26) |
| 21 | Placing of trench cover of all size in proper position including transportation from different places within the S/S area including all labour, T&P etc. required for proper completion of the work as per direction of Engineer - in - charge. (NSI No. 20.11) |
| 22 | Painting letters & number over cable trench cover or other places with the help of stencils including painting of base of 150 mm. dia of one coat of primer and two coats of superior quality synthetic enamel paint size of letter to be 60 mm. x 10 mm. including cost of all materials labour and T&P etc. required for proper completion of the work including placing of Trench covers in required position (NSI No. 13.28) |
| 23 | Fixing and grouting of trench edging in proper level and alignment including cost of all labour, and T&P etc. required for proper completion of the work but excluding cost of C.C. (labour rates only) . (NSI No. 9.30) |
| 24 | Fixing of cable trench racks in proper position and alignment including cost of all labour, material and T&Petc. required for proper completion of the work (Labour rate only).(NSI No. 9.33) |
| 25 | S&F of centring & shuttering for Foundations, footings, bases for columns.( DSR 5.9.1) |
| 26 | S&F of centring & shuttering for Suspended floors, roofs, landings, balconies and access platform. (DSR 5.9.3) |
| 27 | S&F of centring & shuttering for Columns, Pillars, Piers, Abutments, Posts and Struts. ( DSR 5.9.6) |
| 28 | S&F of centring & shuttering for Lintels, beams, plinth beams, girders, bressumers and cantilevers. ( DSR 5.9.5) |
| 29 | Fabrication of template for auxiliary foundation including cost of all labour, and T&P etc. required for proper completion of the work. Steel shall be arranged by contractor free of cost. This template shall be property of contractor.(Labour rate only). (NSI NO. 9.36) |
| 30 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. (DSR 13.62.1) |
| 31 | Demolishing brick work manually/ by mechanical means In cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.(DSR 15.7.4) |
| 32 | Demolishing Nominal cement concrete 1:3:6 or richer mix (i/c equivalent design mix)manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. (DSR 15.2.1) |
| 33 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.(DSR 15.3) |
| 34 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. (DSR 13.80) |
| 35 | Finishing walls with Acrylic Smooth exterior paint of required shade on New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm). (DSR 13.46.1) |
| 36 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour :New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre (DSR - 13.41.1) |
| 37 | 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.(DSR 11.56.1) |
| 38 | Providing and fixing aluminium work for doors, windows, ventilators and partitions 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, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : Fix portion (DSR 21.1.1.2) |
| 39 | Providing and fixing aluminium work For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) (DSR No 21.1.2.3) |
| 40 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge .With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) (Cost of aluminium snap beading shall be paid in basic item):(DSR No 21.3.2) |
| 41 | Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315 having brand logo embossed on the body / plate with double spring mechanism(DSR No 21.4.1) |
| 42 | Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with :12.5 mm thick tapered edge Glass Reinforced Gypsum (GRG) board conforming to IS: 2095- (Part 3):1996 (Boards with BIS certification marks)(DSR-12.45.2) |
| 43 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required..Group C (DSR E&M 2022 1.10.3). (DSR No 27.01) |
| 44 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 3 pin 5/6 amp socket outlet (DSR No 27.02) |
| 45 | Supplying and fixing of 20 mm of medium class PVC conduit along with accessories in surface/recess including junction box, cutting the wall and making good the same in case of recessed conduit as required. (DSR No 27.03) |
| 46 | Supplying and fixing of 25 mm of medium class PVC conduit along with accessories in surface/recess including junction box,cutting the wall and making good the same in case of recessed conduit as required. (DSR No 27.04) |
| 47 | Wiring for circuit/ submain wiring with 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.(DSR No 27.05) |
| 48 | Wiring for circuit/ submain wiring with 2 X 4 sq. mm + 1 X 4 sq. mm earth wire of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.(DSR No 27.06) |
| 49 | Supplying and fixing 5 amps to 32 amps rating,Single pole, 240/415 volts, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.(DSR No 27.10) |
| 50 | Supplying and fixing 63 amps, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required..(DSR No 27.11) |
| 51 | Supplying and fixing 40 amps, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. .(DSR No 27.12) |
| 52 | Supplying and fixing 4 way (4 + 12), Double door, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator).(DSR No 27.13) |
| 53 | Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 3 Module (100mmX75mm).(DSR No 27.17) |
| 54 | Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 6 Module (200mmX75mm).(DSR No 27.19) |
| 55 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes 110 mm Dia 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.(DSR 12.41.2) |
| 56 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. (DSR 15.60) |
| 57 | Providing and laying Double charge vitrified tile in floor polished finish of size 600 x 600 mm with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. (DSR 11.41A.1.1) |
| 58 | Supply and fixing of 36 Watt to 46 Watt indoor Recess mounting LED Square Fitting for Armstrong Ceiling having Powder coated die cast aluminium housing body with extended heat sink and diffuser of Special Polycarbonate meterial and driver set complete in all respect. (NSI No. 28.40) Please Enable Macros to View BoQ information Special Condition :- |
| 59 | Tenderers are required to quote their offer as “above / at par / below” in the estimated cost. |
| 60 | The rates are to be filled up in figures and words both. |
| 61 | Departmental rates are exclusive of GST.GST will be borne by department as per applicable rules. Labour Cess, Royalty and all other Taxes are liable to be paid by Firm/Contractor. |
| 62 | In case of any discrepancy between the language of the items of bill of quantity and that of PWD the later shall prevail. |
| 63 | Tenders are advised to visit the site of work and make themselves acquainted with the site conditions. No claim whatsoever shall be entertained after submission of tender. |
| 64 | Quantities are approximate and may vary up to any extent on either side as per requirement of the site conditions in the direction of Engineer-In-charge or may not be executed at all for which no extra claim shall be entertained. |
| 65 | All above works shall be executed as per U.P.P.W.D/ U.P.P.T.C.L. specification or as directed by Engineer-In-charge. |
| 66 | The work may be carried in energized s/s area having high voltage installation contractor must employee trained supervisor & labour to work in such electrical/ hazardous area. All risk to men & materials shall be contractor's resposibilitiy |
| 67 | All risk to men, labour & materials shall be contractor’s responsibility. |
| 68 | All materials shall be arranged by the contractor’s at his own cost. |
| 69 | No handling charges of T&P and labour will be paid for extended period of contract, if any. |
| 70 | Rates quoted by Tenderer will remain firm till completion of scope of work of contract. |
| 71 | Contractor shall register his labour engaged in construction work in the office of Dy. Labour Commissioner ¼Hkou ,oa vU; lfUuekZ.k deZdkj ¼fu;kstu rFkk lsok ‘krZ fofu;eu½ v/khfu;e 1996. |
| 72 | Testing of material if any, required expenditure shall be borne by the contractor. Nothing shall be paid extra by the department. |
| 73 | Contractor has to made available 12 No cube at site and will frequently fill the cube at site. Accordingly cube test report will be submitted by contractor at his own cost. Final bill of work will be paid to contractor only after he will submit all satisfactory test result from authorized lab. |
| 74 | The contractor should have all related T&P like as concrete mixture, Needle & Surface vibratory, Slump test equipment & survey equipment etc. |
| 75 | Contractor has to put up all relevant drawing to SE (Civil) Prayagraj for approval at his own cost; nothing shall be paid extra for it. |
| 76 | As per G.O No. 622/23-12-2012-2. Audit/08 TC dt. 08 June 2012, Contractor has to deposit extra Security/ Performance guarantee, if the tendered rates are found below to the department rates. |
| 77 | As per section 171 of CGST Act, 2017 Any reduction in rate of tax on any supply of goods or service or the benefit of input tax credit shall be passed on the recipient by way of commensurate reduction in prices. Hence supplier/manufacturer to ensure to pass the benefit of reduced prices to UPPTCL, Further price quoted by supplier/Manufacturer is subject to scrutiny under above section” |
| 78 | Security of work will be released after six month from the date of completion of the work if no defect has been found after six month. |
| 79 | All the civil work carried out in potable water on contractor own cost. No Payment will made by department. However in case of departmental water supply 1.5% deduction will be made from contractor’s bill for water charges for the item which involve water consumption. |
| 80 | The bill Processing / Payment will be done according to existing UPPTCL Rule of ERP Portal. |
| 81 | If Tender has been cancelled after inviting due to any reason between tender call to final process, the tender cost will not refund to contractor, only EMD Will be refunded to Firm. |
| 82 | The 60% amount of brick available from dismantaling shall be recovered @ Rs. 3744.00/thousand + GST to Firm/Contractor. |
| 83 | The 30% amount of brick available from dismantaling shall be recovered as brick bats @ Rs. 1680.00/Cum + GST to Firm/Contractor. |
| 84 | The amount of Steel available from dismantaling will be recovered @ Rs. 20.00/KG + GST to Firm/Contractor. |
| 85 | Replaced CP Bib cock/piller cock/brass bib cock shall be recovered @ Rs. 25.00/each + GST to Firm/Contractor. |
| 86 | Old door and windows, shutter with chaukhat shall be recovered @ Rs. 70.00/Sqm. + GST to Firm/Contractor. SIGNATURE OF TENDERER / AUTHORISED PERSON ALONGWITH SEAL OF THE FIRM Name ……………………………..………..... Full Postal Address:………………………. ………………………………………………….. Phone No……………….. Mob. No………… |
