Tender For Construction Of 17 Residences At The Deputy Superintendent/Superintendent Of Police Level For Gazetted Officers Of Gautam Buddha Nagar District.
Tender Value
11.71 Crore
Estimated cost
Bid Submission
14 Sep 2026
1 days left
EMD
23.42 Lakhs
Bank guarantee accepted
Document Fee
2714
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Gautam Buddha Nagar → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of 17 Residences At The Deputy Superintendent/Superintendent Of Police Level For Gazetted Officers Of Gautam Buddha Nagar District.
BOQ
| Sl. No. | Item Description |
| 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. DSR-2.8.1 |
| 2 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift.. DSR 2.25a |
| 3 | Supplying and filling in plinth with sand underfloor, including watering, ramming, consolidating and dressing complete. DSR 2.27 |
| 4 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinthlevel :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) (DSR-4.1.8) |
| 5 | Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground floor only shall be measured as per I.S.6313(PartII 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1)Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4) Treatment of soil along external perimeter of building 5 liters/sqm. (5) Treatment of soil under apron along external perimter 5 liters/sqm. PWD SOR 2022 17.02 |
| 6 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth level. Concrete of M25 grade with minimum cement content of 330 kg /cum 5.33.1.1. R.C.C. work in Plinth beams (DSR.5.33.1.1) |
| 7 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.Concrete of M25 grade with minimum cement content of 330 kg /cum 5.33.2.1. All works above plinth level. |
| 8 | Add for using extra cement in the items of design mix over and above the specified cement content therein. DSR-5.35 |
| 9 | 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-5.22.6 |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for :(DSR 2023 5.9) Foundations, footings, bases of columns, etc. for mass concrete(DSR 2023 5.9.1) |
| 11 | Suspended floors, roofs, landings, balconies and access platform(DSR 2023 5.9.3) |
| 12 | Lintels, beams, plinth beams, girders, bressumers and cantilevers(DSR 2023 5.9.5) |
| 13 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:1:6 (1 cement : 6 sand) DSR -6.1.2 |
| 14 | Brick work with common burnt clay (non modular) bricks of class -150 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) as per SI No- 6.1.1 |
| 15 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) D.S.R.-4.10 |
| 16 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in super structure above plinth level up to floor v level in all shapes and size in:1:6 (1 cement : 6 sand) DSR-6.4.2 |
| 17 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in super structure above plinth level up to floor v level in all shapes and size in:1:4 (1 cement : 4 sand) DSR-6.4.1 |
| 18 | 12 mm cement plaster of mix : 1: 6 (1 cement : 6 coarse sand) DSR-13.4.2 |
| 19 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement : 6 coarse sand) DSR-13.5.2 |
| 20 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-lll) including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 25% : 4 graded stone aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 25%) DSR 4.1.3 |
| 21 | Providing and fixing 18 mm thick gang saw cut, mirror polished,premoulded and prepolished, machine cut for kitchen platforms, vanitycounters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cementmortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement,mixed with matching pigment, epoxy touch ups, including rubbing, curing,moulding and polishing to edges to give high gloss finish etc. complete at all levels.Area of slab over 0.50 sqm (Granite of any shade) DSR 8.2.2.2 (FIRST TO Fifth FLOOR) |
| 22 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer) with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make in all colours & shade in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete DSR 11.46 (A-STILT Floor TO FIFTH FLOOR) |
| 23 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to |.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. STILT Floor TO FIFTH FLOOR |
| 24 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :11.26.1 25 mm thick DSR 11.26. (STILT Floor+ First Floor to fifth Floor and Mumty) |
| 25 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement : 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete DSR 11.27 (STILT Floor+ First Floor to fifth Floor and Mumty) |
| 26 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including pointing the joints with white cement and matching pigments etc., complete. (DSR 11.40)first to fourth Floor to fifth Floor |
| 27 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including pointing the joints with white cement and matching pigments etc., complete. (DSR 11.40)(first to fifth Floor) |
| 28 | Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality. (DSR 9.127.2)1.0 mm thickBoth side of door shuttersNon decorative |
| 29 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters :(a) 35mm thick Single leaf (DSR 9.21.1) |
| 30 | M.S. or Iron work of small sizes and sections such as holding down bolts, hold fast tie rods, gratings etc. wrought to required from including supply of steel bolts, nuts wastage etc and fixing required for proper completion of the work.Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). DSR 9.53 |
| 31 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding. (by weight) DSR 9.48.1 |
| 32 | providing and fixing factory made I Sl marked steel glazed doors, windows and ventilators, side Itop 'centre hung, with beading and all members such as F7DF43. KII 3 and K12 B etc. complete of standard rolled steel sections, joints mitred and nash butt welded and sash bars tenoned and riveted, induding providing and fixing of hinges, pivots, priming coat of approved steel primer, but excluding the cost of other fittings,glass panes complete all as per approved design, (sectional weight Of only steel members shall be measured for payment). IO. 11. I Fixing With 15x3 mm lugs I O cm long embedded in cement concrete block 15xlOxlO cm of C.C. (l Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) (dsr 10.11.1) |
| 33 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 40X40X5 mm, joints mitred and welded by angle iron 40X40X5 mm or 40x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. (by weight) DSR 10.31 |
| 34 | Supply and fixing galvanized mosquitos proof heavy quality iron wire guage of expended metal heavy quality over windows and including supply of C.P. teak wood batten 8 cm (3\\"3/8\\") flat iron 25 mm 4 mm and including supply of necessary screws all labour and tools & plant etc required for proper comletion of the work. DSR 9.51.2 |
| 35 | Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws :35 mm thick shutters D.S.R.-9.27.1.1.3Sheesham wood |
| 36 | P/F curtain rods of 1.25mm thick chromium plated brass plate, with two chromium plated brass brackets fixed with C.P. brass screws and wooden plugs etc. wherever necessary complete (a) 25 mm dia. (DSR-9.46.3) |
| 37 | Providing and fixing ISI marked flush door shutters conforming to IS . 2202 (Part l) nor-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces Of shutters:25 mm thick (for cupboard) including ISI marked nickel platedbright finished M.S. piano hinges with necessary screws (dsr 9.21.3) |
| 38 | Providing and fixing magnetic catcher of approved quality in cupboard / ward robe shutters, including fixing with necessary screws etc. complete. Double strip (horizontal type). DSR-9.114.2 |
| 39 | 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 contentless than 50 gram/litre DSR 13.41.1(stilt Floor+Fifth Floor and mumty) |
| 40 | Finishing walls with Acrylic smooth exterior paint of required shade: - New work (Two or more coat applied @ 1.43 Ltr./10 Sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/10 Sqm. DSR 13.47.1(stilt Floor+Fifth Floor and mumty) |
| 41 | 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 (stilt Floor+Fifth Floor and mumty) |
| 42 | Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete. (DSR- 14.34) |
| 43 | Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete :DSR -9.62.2 |
| 44 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : DSR -9.63.1(a) 250 mm x 10mm |
| 45 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : (a) 125 mm DSR -9.66.1 |
| 46 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (C ) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e ) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm. DSR-22.7.1 |
| 47 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture DSR 13.48.3 |
| 48 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes (DSR 10.30.1) |
| 49 | Providing & laying of light cinder filling/coil under floor of toilets & other sunken roofs. RATE SANCTION BY SE RED MEERUT VIA LETTER 828 DATED 27/07/2026 |
| 50 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. DSR 22.5 |
| 51 | Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). DSR 10.28 |
| 52 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. DSR 11.450 mm thick |
| 53 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS/HFFR 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/HFFR PVC insulated copper conductor single core cable etc. as required. DSR 1.10Group B (DSR 1.10.2) |
| 54 | Wiring for twin control light point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required. (DSR 1.11) |
| 55 | FRLS/HFFR PVC insulated copper conductor single (DSR1.14)core cable in surface / recessed medium class PVC (DSR 1.14.2) |
| 56 | conduit, 2way modular switch, modular plate, suitable( DSR 1.14.3) |
| 57 | GI Box and earthing the point with 1.5 sq mm (DSR 1.14.4) |
| 58 | core cable etc. as required. (DSR 1.14.6) |
| 59 | 4 X 10 sq. mm + 2X6 sq. mm earth wire (DSR 1.14.10) |
| 60 | 4 X 16 sq. mm + 2 X 6 sq. mm earth wire (DSR1.14.11) |
| 61 | Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required. (DSR 1.18)2 Pair (DSR 1.18.2) |
| 62 | Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required. (DSR 1.19) |
| 63 | Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit asrequired. (DSR 1.21)20 mm (DSR 1.21.1) |
| 64 | 32 mm (DSR 1.21.3) |
| 65 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. asrequired. (DSR1.24)5/6 A switch (DSR 1.24.1) |
| 66 | 15/16 A switch (DSR 1.24.3) |
| 67 | 3 pin 5/6 A socket outlet (DSR 1.24.4) |
| 68 | 6 pin 15/16 A socket outlet (DSR 1.24.5) |
| 69 | Telephone socket outlet (DSR 1.24.6) |
| 70 | TV antenna socket outlet (DSR 1.24.7) |
| 71 | Bell push (DSR 1.24.8) |
| 72 | Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. (DSR 1.25) |
| 73 | Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. (DSR 1.26) |
| 74 | Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc. as required. (DSR 1.27)1 or 2 Module (75mmX75mm) (DSR 1.27.1) |
| 75 | 3 Module (100mmX75mm) (DSR 1.27.2) |
| 76 | 6 Module (200mmX75mm) (DSR 1.27.4) |
| 77 | 8 Module (125mmX125mm) (DSR 1.27.5) |
| 78 | 12 Module (200mmX150mm) (DSR 1.27.6) |
| 79 | Installation, Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required. (DSR 1.35) |
| 80 | Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required. (DSR 1.38) |
| 81 | Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. (DSR 1.50) Up to 450 mm sweep (DSR1.50.1). |
| 82 | Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes. (DSR 1.51) |
| 83 | Supplying & fixing suitable size Gl box with modular plate and cover in fronton surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, \\"C\\" curve including connections, painting etc. as required. (DSR 1.57) |
| 84 | Supplying and fixing PVC batten/ angle holder including connections etc. as required. (DSR 1.58) |
| 85 | Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required. (DSR 2.2)125 A.36KA.FPMCCB (DSR 2.2.14) |
| 86 | Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, 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/lsolator) (DSR 2.3)12 way , Double door (DSR 2.3.3) |
| 87 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, 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/lsolator) (DSR 2.4)4 way (4 + 12), Double door (DSR 2.4.1) |
| 88 | 6 way (4 + 18), Double door (DSR 2.4.2) |
| 89 | 8 way (4 + 24), Double door (DSR 2.4.3) |
| 90 | Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer) as required . (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.) (DSR 2.5)4 way (4 + 12), Double door (DSR 2.5.1) |
| 91 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \\"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 2.10)Single pole (DSR 2.10.1) |
| 92 | Supplying and fixing single pole, blacking plate in the the existing MCB DB complete etc. as required. (DSR 2.11) |
| 93 | Supplying and fixing following rating, double pole, the existing MCB DB complete with connections, testing and commissioning etc. as required. (DSR 2.12)63 A (DSR 2.12.2) |
| 94 | Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. (DSR 2.13)63 A (DSR 2.13.2) |
| 95 | Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. (DSR 2.14)63 A (DSR 2.14.3) |
| 96 | Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. (DSR 2.15)63 A (DSR 2.15.3) |
| 97 | Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. (DSR 2.21) |
| 98 | Supplying, installing on wall, testing and commissioning of following capacity Air Insulated Compact Type Rising Mains for use on 3 phase 4 wire 415 volts, 50Hz A.C. supply with enclosure having IP-54 rating after fixing the tap off boxes and all accessories, made of 1.6mm thick steel sheet duly powder coated in convenient sections complete with 4 Nos aluminium bus bars having current density of 130 A/ sq cm at nominal current rating, necessary joints & expansion joints, fire barrier at each floor, provision of tapping at every metre, continuous earthing with 2 Nos aluminium strip of suitable size (one on each side) including, G.l. clamping brackets, angle iron bracket, steel fasteners, connecting to earthing system etc. as required. (DSR 3.8)400 A, Isc = 30kA for 1 second (DSR 3.8.3) |
| 99 | Supplying, installation, testing & commissioning of following capacity End Feed Unit for the existing Air Insulated Compact Type bus trunking/ rising mains for use on 3 phase 4 wire 415 volts, 5OHz A.C. supply made with 1.6mm thick steel sheet enclosure (IP54) duly powder coated with provision of MCCB/ACB (but without MCCB/ACB) complete with necessary joints including clamping brackets, angle iron bracket, steel fasteners, connecting to earthing system etc. as required (DSR 3.11)400 A, lsc= 30kA for 1 sec (DSR 3.11.3) |
| 100 | Supplying, installation, testing & commissioning of following capacity Plug In/ tap off box on the existing Air Insulated Compact Type bus trunking/ rising mains for use on 3 phase 4 wire 415 volts, 50Hz A.C. supply made with 1.6mm thick sheet steel enclosure (IP54) duly powder coated with provision of MCCB/ACB (but without MCCB/ACB) complete etc. as required (DSR 3.12)125 A, lsc= 15kA for 1 sec (DSR 3.12.1) |
| 101 | Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray (Galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.l. suspenders including G.l. bolts & nuts, etc. as required.( DSR 4.6) 100 mm width X 50 mm depth X 1.6 mm thickness (DSR 4.6.1) |
| 102 | Earthing with G.l. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. (DSR 5.4) |
| 103 | Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. (DSR 5.6) |
| 104 | Supplying and laying 6 SWG G.l. wire at 0.50 metre below ground level for conductor earth electrode, including connection/ termination with Gl thimble etc. as required. (DSR 5.7) |
| 105 | Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of brass nut bolt & spring washer spaced at 50mm) (DSR 5.8) |
| 106 | Supplying and laying 25 mm X 5 mm G.l. strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.l. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.l. nut bolt & spring washer spaced at 50mm) (DSR 5.9) |
| 107 | Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections etc. as required. (DSR 5.14) |
| 108 | Providing and fixing 25 mm X 5 mm G.l. strip on surface or in recess for connections etc. as required. (DSR 5.15) |
| 109 | Providing and fixing 6 SWG dia G.l. wire on surface or in recess for loop earthing as required. (DSR 5.16) |
| 110 | Fixing of lightning conductor finial (single prong) with base plate including holes etc. complete as required. (DSR 6.2) |
| 111 | Jointing copper / G.l. tape (with another copper/ G I tape, base of the finial or any other metallic object) by riveting / nut bolting/ sweating and soldering etc as required. (DSR 6.3) |
| 112 | Fixing of copper/ G.l. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For horizontal run) (DSR 6.8) |
| 113 | Fixing of copper/ G.l. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For vertical run) (DSR 6.9) |
| 114 | Laying copper/ G.l. tape 32 mm X 6 mm from earth electrode directly in ground as required. (DSR 6.12) |
| 115 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. (DSR 11.1.21)3-1/2 X 35 sq.mm |
| 116 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. (DSR 11.1.25)3-1/2 X 120 sq. mm |
| 117 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. (DSR 11.1.31)3-1/2 X400 sq.mm |
| 118 | Providing and fixing circular/Hexagonal G.I. Box for ceiling fan clamps, of internal dia 140 mm, 73 mm height, top LID of 1.5 mm thick G.I. sheet with its top surface hacked for proper bonding, top LID shall be screwed into the G.I. box by means of 3.3 mm dia rounded screws, one lock at the corners. Clamps shall be made of 12 mm dia M.S. bar bent to shap as per standard drawing. (DSR Civil-2014 item no. 10.18) |
| 119 | LED Down lighter (SMD Type) (System lumen efficacy ≥120 <135 lm/Watt )(DSR 8.2) Supplying, installation, Testing & Commissioning of LED Recessed/surface Down lighter (Round/ square/ Rectangular) SMD type of following body material with PMMA and prismatic diffuser and construction as per IS : 10322 with driver as per the requirement with Driver efficiency >85%, Operating voltage AC 140-270 Volt, frequency 50/60 hz, Operating temp range -5 0C to 40 0C centigrade, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10%, P. F.≥0.95, IP20, CRI >80, UGR (Unified Glare Rating) <19, Flicker free (flicker should be below 5 %), life time (LED, Driver & electrical circuitry), life time of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin), SDCM(Standard Deviation Color Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard. Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing Complete in all respect i/c external connections with 1.5 sq mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥120 <135 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted.. Shape size and CCT shall be as approved by Engineer-in- Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C). Powder coated die cast /Extruded aluminium Body including trim .18 watt (DSR 8.2.4) |
| 120 | LED Down lighter (COB Type) (System lumen efficacy ≥120 lm/Watt )(DSR 8.5)Supplying, installation, Testing & Commissioning of LED surface mounted Batten light of following body material and construction as per IS : 10322 with driver (Replaceable) as per the requirement with Driver efficiency >85%, Operating voltage AC 140- 270 Volt, frequency 50/60 hz, Operating temp range -5 0C to 40 0C, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10% , P. F.≥0.95, IP20, CRI >80, Flicker free (flicker should be below 5 %), life time (LED,Driver & electrical circuitry), of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin), SDCM(Standard Deviation Colour Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard. Manufactures Word Mark/ Name Engraved/Embossing/ Screen printing on housing. complete in all respect i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥120 <135 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C).Powder coated die cast / Extruded aluminium Body (Thickness≥ 1.20 mm)18- 22 watt (DSR 8.10.1) |
| 121 | LED Flood Light, powder coated pressure die cast aluminum (System lumen efficacy ≥120 and <135 lm/Watt)(DSR 8.16)Supplying, Installation, Testing & Commissioning of Flood Light, powder coated pressure die cast aluminium body with built in or separate driver as per the requirement with Driver efficiency >85%, Input voltage: Input voltage: 140-270 Volt AC, frequency 50/60 hz, Operating temp range -5 0C to 50 0C, internal surge protection of 5 KV L,N,E as perIEC 61000-4-5, Driver efficiency >85%,THD < 10% as per IEC 61000-3-2, P. F.≥0.95, IP-66,IK-10, CRI >70, under voltage and over voltage protection, EMI-EMC as per CISPR-15, lenses for beam angle 30 deg-120deg as per the application and the project requirement, suitable tilt able fitting, life time (LED, Driver & electrical circuitry) of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends as per LM80 extrapolation IES TM-21-11 report, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin),SDCM(Standard Deviation Colour Matching) <5, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard complete in all respect i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥120 and <135 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted.. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C).Supply, Installation, Testing and Commissioning of ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. metal(Aluminium alloy) blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, steel/Al body. Power Factor not less than 0.9, Service Value (CM/M/W) minimum as below, 350 RPM (tolerance as per IS : 374-2019), THD (Total Harmonic Distortion) less than 10%, remote (preferably mobile app based) for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 0C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC supply Ceiling Fan compliant to IS 374:2019 fan i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required.1200mm, service value ≥ 6.0 CM/Min/Watt, air delivery 210 CM/Min (Minimum) |
| 122 | 1400mm, service value ≥ 6.0 CM/Min/Watt, air delivery 245 CM/Min (Minimum)Supply, Installation, Testing and Commissioning of ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. metal( Aluminium alloy) blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, steel/Al body Power Factor not less than 0.9, Service Value (CM/M/W) minimum as below, 350 RPM (tolerance as per IS : 374-2019), THD (Total Harmonic Distortion) less than 10%, suitable for operation with regulator for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 0C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC supply, Ceiling Fan compliant to IS 374:2019 fan i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required. |
| 123 | Supply of AC 300mm Sweep, 230/250 Volts, 50 Hz exhaust fan (Heavy Duty) with blades,cover etc. complete as required. |
| 124 | Supply of AC 200mm Sweep, 230/250 Volts, 50 Hz exhaust fan (Light Duty) with blades,cover etc. complete as required |
| 125 | LED Down lighter (SMD Type) (System lumen efficacy >135lm/Watt) of following body materials.Powder coated die cast /Extruded aluminium Bodyincluding trim with Aluminium Reflector DSR-4415 (12 -15 watt) |
| 126 | LED Down lighter (SMD Type) (System lumen efficacy >135lm/Watt) of following body materials.Powder coated die cast /Extruded aluminium Bodyincluding trim with Aluminium Reflector DSR-4415 (12 -15 watt) |
| 127 | LED Down lighter (SMD Type) (System lumen efficacy >135lm/Watt) of following body materials.Powder coated die cast /Extruded aluminium Bodyincluding trim with Aluminium Reflector DSR-4416 ( 18 watt) |
| 128 | LED Batten light (System lumen efficacy ≥105 <120lm/Watt) of following body materials.Powder coated die cast /Extruded aluminium Body(Thickness > 1.20 mm) DSR- 4467 (18- 22 Watt) |
| 129 | Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. SOR- 50135 sq. mm 3-1/2 core SOR- 501 |
| 130 | 120 sq. mm 3-1/2 core SOR- 501-O |
| 131 | 400 sq. mm 3-1/2 core SOR- 501-T |
| 132 | Supply of Lightening Finial,25mm dia X 300 mm long,copper A.R. - 15 |
| 133 | Supply of 20 mm X 3 mm copper tape (.533 kg/mtr.) (DSR- 2901) |
| 134 | 32 mm X 6 mm copper tape ( 1.705 kg/mtr) (DSR- 2903) |
| 135 | Supply & Erracetion of factory fabricated & wired metal clad dust and vermin proof floor mounting, M.S. Channel Base with bottom and top cable entreis Electrical control panel with TPN MCCB's (Four Pole 36 KA with thermal magnatic release)Switches Complete and instrument chamber etc.complete in all respects. The instrument chamber shall be separate and shall comprise of flush type digital metering system for phase to phase voltage and single phase voltage, current and other parameters(KVA,P.F,KW etc) in each phase with touch type selector switches for different readings, instrument fuses, current transformer etc. The panel board shall have suitable capacity electrolytic alumininum busbars as per IS8623 or above istulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/BMC support with deteachable side covers and shall be suitable for extension on the sides. The MCCB's shall be complete with suitable cable end boxes, compression glands and indicating lamp on incoming etc.The Job includes the grounting of the board as per directions of Engineer-in charge. All out goings of 100 Amp and above shall have an Ammeter. The panel board shall be fabricated with CRCA sheet with a minimum thickness of 1.6mm/2mm. Cubicle type switch board shall be of cat B Only. (DSR 19.1)Incoming (DSR A.R. - 19.1.1)100 Amp MCCB -1 NoOutgoning63 Amp. MCCB-2 Nos.+(100 AMP. MCCB-2 NOS.+63 AMP DPMCB-4 NOS.) AS EMERGENCY PANEL |
| 136 | Supply and fixing of 25 ltr. Geyser with accessories complete in all respects |
| 137 | Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 300 sq. mm 3-1/2 core SOR- 501-S |
| 138 | Supply and making indoor cable end jointing with cast resin compound, including lugs and other jointing materials, for 3 core 300 Sq.mm. XLPE aluminium conductor cable of 11 kV grage as required.(DSR DSR 10.1.4) |
| 139 | Supply and making outdoor cable end jointing with cast resin compound, including lugs and other jointing materials, for 3 core 300 Sq.mm. XLPE aluminium conductor cable of 11 kV grage as required.(DSR DSR 10.2.4) |
| 140 | Supply and burring of Safe Earthing Electrode T-19 Cu-Copper Coated, Length 3000mm, outer pipe 48.4mm x3.2mm, inner pipe 26.9mm x 2.6, terminal Dia 12 mm,coating 80-100 micron filled with crystalline conductivemixture (CCM) having anti corrosive & conductiveproperty with 50 kgs activated soil (BFC) capable ofreducing the soil resistivity with good mixture ofretaining capacity along with 30 cm square C.I. framewith hinged cover & masonry housing. (From electrodeterminal to switch board, cost of 25 x 3 Copper Strip willbe extra)Make: As approved in U.P. P.W.D., & C.P.R.I. Certified. (SOR-727B) |
| 141 | Supply and burring of Safe Earthing Electrode T-39 Cu Copper Coated, Length 2000mm, outer pipe 76.3mm x 3.2 inner pipe 42.4mm x 2.6mm, terminal Dia 12mm, coating 80-100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30 cm square C.I. frame with hinged cover & masonry housing. (From electrode terminal to switch board, cost of 25 x 3 Copper Strip will be extra) Make: As approved in U.P. P.W.D., & C.P.R.I. Certified.. (SOR-727C) |
| 142 | Supply & Fixing 25 mm X 6 mm G.I. strip (1.2 kg/mtr) DSR-2913 |
| 143 | Supply & Fixing 50 mm X 5mm copper strip (2.30 kg/mtr) DSR-2907 |
| 144 | Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections etc. as required. (DSR 5.14) |
| 145 | Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. (DSR 5.15) |
| 146 | Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required. (DSR 5.16) |
| 147 | Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. DSR- 2.21 |
| 148 | Providing and fixing H.T. danger notice plate of 250 mm X 200 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. DSR- 2.22 |
| 149 | Supply and fixing of fire bucket, round bottom made of G.I. sheet 9-11 litres capacity duly painted as per fire brigade design, supported on hanging bracket chained and locked, initially filled with fine river sand, water as per directions of Engineer-in-Charge. SOR- 1133 |
| 150 | Supply and laying of 1800mm x 900mm x 12mm thick chequered rubbbber matting of tested quality. SOR- 1136 |
| 151 | Supply and fixing danger board fabricated from 10 gauge M.S. Sheet as per I.E. Rules. SOR- 1109 |
| 152 | Supply and fixing of shock treatment chart (prescribed under I.E. rules) duly framed with glass and supported from back with hard board or soft board with supply of all material labour T&P for proper completion of work. SOR- 1134 |
| 153 | Providing & fixing in position 1000 mm wide, Electrical Insulating Mats, 2mm thick, suitable upto 1.1 KV grade including cutting to required length complete as required per specifications or upto the satisfaction of engineer-in-charge. .Rate Sanctioned by SE RED Circle Meerut |
| 154 | Supplying and Laying of Rubber mat 1000 mm. Wide to withstand 11 KV dielectric strength as per latest IS 15652-2006 etc. as reqd. .Rate Sanctioned by SE RED Circle Meerut |
| 155 | Supply of Tool & First Aid Box with all necessary tools for maintenance of electrical installation & First aid. .Rate Sanctioned by SE RED Circle Meerut |
| 156 | LED Street light fixture, powder coated pressure die cast aluminium body (System lumen efficacy >135 lm/Watt) of following body materials. 50 Watt (DSR- 4540 ) |
| 157 | Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 3.5C x 35 sqmm aluminium conductor, A2XWY. SOR- 501K |
| 158 | 3.5C x 25 sqmm aluminium conductor, A2XWY. SOR- 501J |
| 159 | 4C x 16 sqmm aluminium conductor, 2XWY. SOR- 501-I |
| 160 | 4C x 10 sqmm aluminium conductor, 2XWY. SOR- 501-h |
| 161 | Supplying and drawing following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. DSR-1.172C X 2.5 sqmm copper conductor DSR-1.17.11 |
| 162 | 4C X 2.5 sqmm copper conductor DSR-1.17.13 |
| 163 | 6C X 2.5 sqmm copper conductor DSR-1.17.15 |
| 164 | Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on cable tray as required. (DSR 7.8.1)Upto 35 sq. mm (clamped with 1mm thick saddle) |
| 165 | Supplying and making end termination with brass compression gland and copper lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 kV grade as required. .4 X 16 sq. mm (28mm) (DSR 9.1.330 |
| 166 | 4 X 10 sq. mm (25mm)(DSR 9.1.32) |
| 167 | 2 X 16 sq. mm (22mm)(DSR 9.1.3) |
| 168 | 2 X 10 sq. mm (19mm) (DSR 9.1.2) |
| 169 | 2 X 6 sq. mm (19mm) (DSR 9.1.1) |
| 170 | Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. 90 mm dia (OD-90 mm & ID-76 mm nominal) DSR 14.16.2 |
| 171 | 120 mm dia (OD-120 mm & ID-103 mm nominal) DSR 14.16.3 |
| 172 | Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required. 100 mm dia DSR 14.14.1 |
| 173 | 150 mm dia DSR 14.14.2 |
| 174 | Supply, installation, Testing & Commissioning of ‘Silent Type Diesel Generating set as per CPCB IV + or better norms along with having Prime Power Rating of KVA as below, 415 volts at 1500 RPM, 0.8 lagging power factor at 415 V suitable for 50 Hz, 3 phase system & for 0.85 Load Factor, including testing at factory and site with fuel, load for test and other necessary arrangements Complete as per CPWD specifications, should have QR code which should contain drawing, test report OEM manual,Geo- Tag of manufacturing location, rating plate as per relevant IS Code etc. and consisting of the followings: (A) Diesel Engine: Tourbocharged Diesel engine 4 stroke water cooled, multi cylinder, dynamically balanced fly wheel, electric start of suitable BHP at 1500 RPM suitable for above output of alternator at 40 Degree C, 50% RH & at 1000 Meter MSL , capable of taking 10% over loading for one hour after 12 hours of continuous operation. The engine will be with Electronic governor, Dry type Air filter with service indicator, first filling of engine fuel (after commissioning) lubricating Oil, Coolant and other consumables complete with all the required accessories, the Electronic governor shall be as per ISO 8528.The engine shall comply to the latest CPCB norms (CPCB IV + or better) and Conforming to BS 5514, BS 649, IS 10000, IS 10002, IS 13018 and as per CPWD specifications. (B) Engine mounted Instrument Panel fitted with and having digital disPlate for following: (i) Start-stop switch with key (ii) Water temperature indication (iii) Lubrication oil pressure indication (iv) Lubrication oil temperature indication (v) Battery charging indication and Voltage indication (vi) RPM indication (vii) Over speed indication (viii) Low lubricantion Oil trip indication (ix) Engine Running Hours indication (x) Fuel Level (C) Alternator: Synchronous alternator rated of appropriate KVA, 415 volts at 1500 RPM, 3 phase 50 Hz, AC supply with 0.8 lagging power factor at 40 Degree C, 50% RH & at 1000 Meter MSL. The alternator shall be having Screen Protected Drip Proof (SPDP) enclosure IP23, brushless, continuous duty, dynamically balanced rotor, capable of taking 10% over loading for one hour after 12 hours of continuous operation, self cooled,self-excited and self-regulated through AVR conforming to IS13364(Part 2)/IS: 4722/BS 2613 suitable for tropical conditions and with class- H insulation. (D) Base Frame & Foundation: Both the engine and alternator shall be mounted on suitable base frame made of MS channel with necessary reinforcement which shall be installed on suitable cement concrete foundation and vibration isolation arrangement as per recommendations of manufacturer. (E) FUEL TANK: Daily service fuel tank of suitable liters capacity as per CPWD Specifications, fabricated out of 3 mm thick M.S. sheet complete with all standard accessories and fuel piping between fuel tank and diesel engine with MS class ‘C’ pipes of suitable dia. Complete with valves, level indications & accessories as required as per specifications. (F) Exhaust System: Dry exhaust manifold with hospital type exhaust silencer and catalytic convertor. (G) Starting System: 12V/24V DC starting system comprising of starter motors: voltage regulator and arrangement for initial excitation complete with suitable numbers of batteries (180 AH capacity lead acid SMF type) as required as per specifications. The battery shall be housed inside the acoustic enclosure of DG Set. (H) Acoustic and weather proof enclosure with arrangement for fresh air intake for cooling of the engine & alternator, extraction, discharging hot air in to the atmosphere and the temperature rise inside the enclosure, noise level outside enclosure. The acoustic enclosure connection/connection should be through suitable for bus-trunking. cable Such arrangements on acoustic enclosure should be water proof & dust-proof conforming to IP-65 protection. The enclosure shall be as per CPCB IV + or better norms etc. and as per CPWD specifications. (I) AMF Panel: Free standing floor mounted IP 42 automatic mains failure control panel including auto by-pass, suitable for KVA as below for silent type DG set complete with relays, timers, set of CTs for metering & protection and energy analyser to indicate currents, phase and line voltages, frequency, power factor, KWH, Kilo Volt Ampere Reative Hour (KVARH), KVA (Phase & Total), KW & provision for overload, short circuit, restricted earth fault, under frequency, power (aluminium) and control (copper ) cabling of suitable size upto 15 meter between AMF panel, LT Panel and DG Set including connection interconnection etc. as required, all complete and inter locking and communication/ Ethernet /RS485/SNMP port open protocol for BMS integration including suitable software, the panel shall be of DG Set OEM make etc. as per approved by Engineering in charge and including the following: 1. Suitable numbers and appropriate capacity 4 pole motorised electrically operated draw out with cradle type 3 position ACB/ MCCB with electronic release for O/C & E/F and shunt trip. 2. Auto/Manual/Test/Off selector switch 3. Protection for under and over voltage phase reversal (2 nos Over voltage relay, 2 Nos. reverse power relay and 2 Nos. under voltage relay). 4. 3 Sets of current transformers 15 P 10 accuracy for protection and 15 VA class-I for metering 5. Energy analyser unit to indicate current, Voltage( L-N & L_L), kW, kVA (Phase & Total), Frequency, KWH, PF. 6. LED Indicating lamps for load on mains and load on set 7. Fuse/ MCB for instruments 8. Battery charger, complete with transformer/ rectifier, D.C. voltmeter and ammeter, selector switch for trickle, off and boost and current adjustment. 9. Main supply failure monitor 10. Supply failure timer 11. Restoration timer 12. Control unit with three impulse automatic engine start/stop and failure to start lockout. 13. Impulse counter with locking and reset facility. 14. ON/OFF/Control circuit switch with indicator 15. Audio/Video annunciation for (i) High water temperature (ii) Low lubricating oil pressure (iii) Engine over speed (iv) Engine fails to start (v) Full load/maximum load warning 16. Protection for over/under Frequency, Loss of AC sensing, Over Current, Unbalancing load with suitable number of relays and accessories 17. Maintenance notification based on Engine Run Hour & due date. 18. Load Management through PLC to achieve auto opening and closing of incomer breakers, bus coupler switching of essential panel , interlocking providing signal to AMF Panel for load status and AMF shall give command to DG Set to auto start / auto stop depending upon load status and requirement etc. and necessary hardware and software required to perform the operation shall be provided by the contractor including all control wiring. 100KVA (DSR-29.1.7) |
| 175 | Design, Supply, installation, testing and commissioning of indoor/outdoor floor mounted/ wall mounted, IP43/IP65, IEC 61439/IS 8623, factory built, modular, sectionalised, compartmentalized, extendable type HT/LT cubicle panel of suitable size suitable for operation on 33/11/0.433/0.415 kV, 50 Hz AC 3 phase supply system fabricated from CRCA sheet steel of 2mm thick for frame work and covers, 3mm thick for gland plates with stiffeners wherever required, having vibration free structure chemically treated with seven tank process or better before painting for surface treatment and powder coated in approved shade, with suitable electrolytic grade high conductivity bus bars extensible, DMC/ SMC (whichever is superior) bus bar supports, with short circuit withstand capacity as mentioned ,bottom base channel of section not less than 100mmX 50mmX 5 mm thick, fabrication shall be done in transportable sections, entire panel shall have a common earth bar of required size at the rear with 2 Nos. earth stud, connections and interconnection with solid conductor wires / copper strips, neutral links, control wiring with 1.5 sqmm. & 2.5sqmm. PVC insulated FRLS copper conductor S/C cable for voltage & current respectively, including providing and fixing following switch gears as per SLD ,technical specifications etc.complete in all respect so as to fulfill all as required. (DSR-29.1.7)LT Panel Rate Sanctioned by SE RED Circle MeerutThe minimum clearances between bus bars shall be as follows :Phase to phase - minimum 20mmPhase to neutral-minimum 15mmIncoming :1Nos 400 Amp. 4P MCCB of 36kA Breaking capacityMetering :1 Set of CT's one of 500/ 5Amp ratio for Multifunction Meter1 Nos. Set of Phase Indication Lamp.1 Nos. of class-III Type SPDBus Bar :600 Amp.TPN aluminimum bus bar of suitable length.50KAPanel described as above with 2 Years comprihensive waranty. . |
| 176 | Supplying, installation, testing and commissioning of micro processor based intelligent addressable main fire alarm panel, central processing unit with the following loop modules and capable of supporting not less than 240 devices (including detectors) and minimum 120 detectors per loop and loop length up to 2 km, network communication card, minimum 320 character graphics/ LCD display with touch screen or other keypad and minimum 4000 events history log in the non volatile memory (EPROM), power supply unit (230 ± 5% V, 50 hz), 48 hrs back-up with 24 volt sealed maintenance free batteries with automatic charger. The panel shall have facility to connect printer to printout log and facility to have seamless integration with analog/digital voice evacuation system (which is part of the schedule of work under SH: PA System) and shall be complete with all accessories . The panel shall be compatible for IBMS system with open protocol BACnet/ Modbus over IP complete as per specifications. Two Loop Panel. (DSR 28.2.1.2) |
| 177 | Supplying, installation, testing & commissioning of central graphical fire alarm management system to centrally monitor and operate the fire alarm system complete as required. (DSR 28.2.2) |
| 178 | Supplying, installation, testing & commissioning of addressable fire control module complete as required. (DSR 28.2.10) |
| 179 | Supplying, installation, testing & commissioning of addressable manual call point complete as required. (DSR 28.2.14) |
| 180 | Supplying, installation, testing & commissioning of addressable horn cum strobe complete as required. (DSR 28.2.15) |
| 181 | Supplying and drawing of cable Fire Retardant PVC insulated copper conductor cable in the existing surface / recessed steel conduit of following pairs, cores and size including connections and interconnections etc. as required. (DSR 28.5.3)speaker cable Single pair, 2-core, 1.5 sqmm (DSR 28.5.3.1) |
| 182 | Supplying and fixing 25 mm dia MS flexible pipe with PVC coating along with all ancillaries and accessories like coupler etc. as required. (DSR 28.5.4) |
| 183 | Supplying, installation, testing and commissioning of electric driven terrace pump suitable for automatic operation and consisting of following, complete in all respects, as required: (Terrace Pump) (DSR 27.4) a) Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical confirming to IS : 1520 b) Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase, 50 Hz, AC supply with IP55 class of protection for enclosure, horiziontal foot mounted type with Class-'F' insulation, conforming to IS-325. c) M.S.fabricated common base plate, coupling, coupling guard, foundation bolts etc.as required. d) Suitable cement concrete foundation duly plastered and with anti vibration pads. 900 lpm at 35 m Head (DSR 27.4.1) |
| 184 | Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required : (DSR 27.7)100 mm dia (DSR 27.7.7) |
| 185 | Supplying and fixing single headed internal hydrant valve with instantaneous Gunmetal/Stainless Steel coupling of 63 mm dia with cast iron wheel ISI marked conforming to IS 5290 (Type -A) with blank Gunmetal/Stainless Steel cap and chain as required : (DSR 27.9)Single headed Gunmetal (DSR 27.9.1) |
| 186 | Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required : (DSR 27.11)100 mm dia (DSR 27.11.5) |
| 187 | Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required : (DSR 27.14)100mm dia (DSR 27.14.5) |
| 188 | Supplying and fixing 63 mm dia, 15 m long RRL hose pipe with 63 mm dia male and female couplings duly bound with GI wire, rivets etc. conforming to IS 636 (type-A) as required : (DSR 27.16)Stainless Steel (Grade 304) (DSR 27.16.2) |
| 189 | Supplying and fixing first-aid Hose Reel with MS construction spray painted in post office red, conforming to IS 884 complete with the following as required. 20 mm nominal internal dia water hose thermoplastic (Textile reinforced) type -2 as per IS: 12585 20 mm nominal internal dia gun metal globe valve & nozzle. Drum and brackets for fixing the equipmets on wall. Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe and socket. 30 m (DSR 27.17.1) |
| 190 | Supplying & fixing 63 mm dia gun metal short branch pipe with 20 mm nominal internal diameter size nozzle conforming to IS 903 suitable for instantaneous connection to interconnect hose pipe coupling as required : (DSR 27.18)Stainless Steel (Grade 304) (DSR 27.18.2) |
| 191 | Providing & fixing of pressure switch in M.S. pipe line including connection etc. as required. (DSR 27.22) |
| 192 | Providing, fixing, testing & commissioning of installation control valve of cast iron body, brass/bronze working parts comprising of water motor alarm, bronze seat clapper, clapper arm and hydraulically driven mechanical gong bell to sound continuous alarm when the wet riser/sprinkler system activates, pressure gauges, emergency releases, strainer, pressure switch, cock valve complete with drain valve and bypass, test control box, ball valves, MS pipe of required size, flanges, orifice plate, gasket etc of follwing sizes as required : (DSR 27.24)100mm dia (DSR 27.24.2) |
| 193 | Supply and fixing of fire extinguisher, ABC Type 4.00 kg. capacity (ISI Marked IS : 15683 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work |
| 194 | Supply and fixing of C02 type fire extinguisher 4.5 kg. capacity (ISI Marked IS : 2878 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. |
| 195 | Providing & fixing carbon steel Fire Man Axe with rubber insulated handle tested to 20000 volts. RATE SANCTION BY SE RED MEERUT VIA LETTER 828 DATED 27/07/2026 |
| 196 | Supply and fixing of fire bucket, round bottom made of G.I. sheet 9-11 litres capacity duly painted as per fire brigade design, supported on hanging bracket chained and locked, initially filled with fine river sand, water as per directions of Engineer-in-Charge. |
| 197 | 1200x900 mm (Indoor Cabinet) Only Frame RATE SANCTION BY SE RED MEERUT VIA LETTER 828 DATED 27/07/2026 |
| 198 | Providing and Fixing of Self illuminated /Auto Glow Exit Signs printed on photo-luminescent sheet containing self illuminated base chemical,of appropriate size not less than 400x150mm,suspended from ceilling or fixed to the walls with accessories as riquired and as directed at site. RATE SANCTION BY SE RED MEERUT VIA LETTER 828 DATED 27/07/2026 |
| 199 | Providing & fixing cast iron air release valve of 25 mm dia including 25 mm dia Ball valve with fittings etc. as per the requirement.RATE SANCTION BY SE RED MEERUT VIA LETTER 828 DATED 27/07/2026 |
| 200 | Providing and Fixing M.S Structural Work fabricaed from standard sections e.g MS rounds, angles, channels including cutting to size, drilling, welding, fixing and welding to insert plates in RCC structural members as directed by Engineer-in-Charge including cutting and making good the walls and floors (For sprinkler Pipe support etc.). Tie Road 500mm DSR- 8048Tie Road 10 mm |
| 201 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required :(DSR 17.2)W.C. pan with ISI marked white solid plastic seat and lid (17.2.1) |
| 202 | 8 mm dia C.P. Brass/ S.S. Jet with flexible tube upto 1 metre long with S.S. tringular plate for Eureopean type W.C.DSR-1313 |
| 203 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillartaps, 32 mm C.P. brass waste of standard pattern. including painting offittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 550x400 mm with apair of 15 mm C.P. brass pillar taps (dsr 17.7.3) |
| 204 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as perIS:13983 with C.I. brackets and stainless steel plug 40 mm, includingpainting of fittings and brackets, cutting and making good the wallswherever requiredKitchen sink without drain board 610x510 mm bowl depth 200 mm(DSR 17.10.2.1) |
| 205 | Providing and fixing P.V.C_ waste pipe for sink or wash basin including P.V.C. waste fittings complete.Flexible Pipe (DSR 17.28.2)32mm Dia (DSR 17.28.2.1) |
| 206 | 40mm Dia(DSR 17.28.2.2) |
| 207 | Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing .Rectangular shape 453x357 mm |
| 208 | Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with CP brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. |
| 209 | Providing and fixing toilet paper holder C.P. brass (DSR 17.34.1) |
| 210 | Providing and fixing soil, waste, vent pipes (DSR 17.35)100mm dia cast (spun) iron S&S pipe (DSR 17.35.1.2) |
| 211 | Providing and fixing MS holder bat clamps of approved design to cast iron (spun) pipe embedded in and Including cement concrete blocks 10 x10 x10cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including cost of cutting holes and making good the walls etc. (DSR 17.37)For 100mm dia. Pipe (DSR 17.37.1) |
| 212 | Providing and fixing heel rest sanitary bend 100 mm dia100mm (DSR 17.40.1.2) |
| 213 | Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.100X100X100mm (DSR 17.43.1)Sand cast iron S&S as per IS : 3989 (DSR 17.43.1.2) |
| 214 | Providing and fixing single equal plain junction of required degree 100X100X100mm (DSR 17.44.1)Sand cast iron S&S as per IS : 3989 (DSR 17.44.1.2) |
| 215 | Providing and fixing terminal guard 100mm (DSR 17.56.1)Sand cast iron S&S as per IS - 3989 (DSR 17.56.1.2 ) |
| 216 | Providing and fixing collar100mm (DSR 17.57.1)Sand cast iron S&S as per IS - 3989 (DSR 17.57.1.2) |
| 217 | Providing lead caulked joints to sand cast iron/centrifugally cast (spun) ironpipes and fittings of diameter100 Dia (DSR 17.58.1) |
| 218 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors100 mm inlet and 100 mm outlet,Sand cast iron S&S as per IS: 3989 (DSR 17.60.1.1) |
| 219 | Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work100mm dia (DSR 17.65.1) |
| 220 | Providing and fixing PTMT liquid soap container log mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. |
| 221 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms |
| 222 | Providing and fixing PTMT towel rail complete with brackets fixed wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. (DSR 17.73) |
| 223 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge..Internal work - Exposed on wall (DSR 18.7)15 mm dia nominal bore (DSR 18.7.1) |
| 224 | 20 mm dia nominal bore (DSR 18.7.2) |
| 225 | 25 mm dia nominal bore (DSR 18.7.3) |
| 226 | 32 mm dia nominal bore (DSR 18.7.4) |
| 227 | 40 mm dia nominal bore (DSR 18.7.5) |
| 228 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. (DSR 18.8) 15 mm nominal outer dia pipes (DSR 18.8.1) |
| 229 | 20 mm nominal outer dia pipes (DSR 18.8.2) |
| 230 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. (DSR 18.9.8)50 mm dia, nominal bore (DSR 18.9.6) |
| 231 | 65 mm dia, nominal bore (DSR 18.9.7) |
| 232 | 80 mm dia, nominal bore |
| 233 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 25mm dia, nominal bore (DSR 18.17.1) |
| 234 | 32 mm dia, nominal bore (DSR 18.17.2) |
| 235 | 40 mm dia, nominal bore (DSR 18.17.3) |
| 236 | 50 mm dia, nominal bore (DSR 18.17.4) |
| 237 | 65 mm dia, nominal bore (DSR 18.17.5) |
| 238 | 80 mm dia, nominal bore (DSR 18.17.6) |
| 239 | Providing and fixing uplasticised PVC connection pipe with brass unions45 cm length (DSR 18.21.2 )15 mm nominal bore (DSR 18.21.2.1) |
| 240 | Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet 100 mm diameter (DSR18.22.1) |
| 241 | Providing and fixing C.P brass bib cock of approved quality conforming to 19893115mm nominal bore (DSR 18.49.1) |
| 242 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.15mm nominal bore (DSR 18.51.1) |
| 243 | Providing and fixing CP brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8g3115 mm nominal bore (DSR 18.53.1) |
| 244 | Providing and fixing PTMT grating of approved quality and colour.Circular type (DSR 18.58.1 )100 mm nominal dia (DSR 18.58.1.1 ) |
| 245 | Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth including consolidating each deposited layers by ramming, watering etc. stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50m : (DSR 2.10.1)Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia. (DSR 2.10.1.2) |
| 246 | Providing, laying and jointing glazed stoneware pipes grade ‘A’ with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : (DSR 19.1)150 mm diameter (DSR 19.1.2) |
| 247 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : (DSR 19.2)150 mm diameter S.W. pipe (DSR19.2.2) |
| 248 | Providing and fixing square-mouth S.W_ gully trap class SP-I complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:100x100 mm size P type (DSR 19.4.1)With F.P.S. Bricks class designation 75 (DSR 19.4.1.1) |
| 249 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : (DSR 19.6)250 mm dia rcc pipe (DSR 19.6.3) |
| 250 | Constructing brick masonry manhole in cement mortar ( 1 cement 4 coarse sand ) with R.C.C. top slab with 1:1_5:3 mix (1 cement : 1.5 coarse sand (zone-Ill) : 3 graded stone aggregate 20 mm nominal size), foundation concrete mix (1 cement 4 coarse sand (zone-III) 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 12:4 (1 cement : 2 coarse sand 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design (DSR 19.7)Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : (DSR 19.7.1)With F.P.S. bricks with class designation 150 (DSR 19.7.1.1) |
| 251 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : (DSR 2.10)All kinds of soil (DSR 2.10.1)Pipes, cables etc. exceeding 80 mm dia. But not exceeding 300 mm dia (DSR 2.10.1.2) |
| 252 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. (DSR 18.9)80 mm nominal dia pipes (DSR 18.9.8) |
| 253 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : (DSR 2.10)All kinds of soil (DSR 2.10.1)Pipes, cables etc. exceeding 80 mm dia. But not exceeding 300 mm dia (DSR 2.10.1.2) |
| 254 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : (DSR 19.1) 200 mm diameter |
| 255 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : (DSR 19.1.3)200 mm diameter S.W. pipe (DSR 19.2.3) |
| 256 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design : (DSR 19.3)200 mm diameter S.W. pipe (DSR 19.3.3) |
| 257 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : (DSR 19.7)Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) (DSR 19.7.1)With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DSR 19.7.1.1) |
| 258 | Inside size 120xgo cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) (DSR 19.7.2)With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DSR 19.7.2.1) |
| 259 | Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: (DSR 19.4)100x100 mm size P type (DSR 19.4.1)With common burnt clay F.P.S. (non modular)bricks of class designation 7.5 (DSR 19.4.1.1) |
| 260 | Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : (DSR 19.15)With 20x20 mm square bar (DSR 19.15.1) |
| 261 | 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. (DSR 2.8.1) |
| 262 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) (DSR 4.1.8) |
| 263 | 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 : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (Plinth Beam) (DSR 5.1.2) |
| 264 | 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 :1:1.5:3 (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 5.1.2) |
| 265 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. (DSR 5.33.1.1)Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum 5.33.1.1 |
| 266 | Centering and shuttering including strutting, propping etc. and removal of form for : (DSR 5.9)Foundations, footings, bases of columns, etc. for mass concrete (DSR 5.9.1) |
| 267 | Lintels, beams, plinth beams, girders, bressumers and cantilevers (DSR 5.9.5) |
| 268 | Columns, Pillars, Piers, Abutments, Posts and Struts (DSR 5.9.6) |
| 269 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. (DSR 5.22.6 & 5.22A.6) |
| 270 | 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. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works (DSR 10.25.2) |
| 271 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR 6.1.2) |
| 272 | 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 1:4 ( 1 cement : 4 coarse sand) (DSR 6.4.1) |
| 273 | 12 mm cement plaster of mix 1:6 (1 cement: 6 coarse sand) (DSR 13.4.2) |
| 274 | 15 mm cement plaster on rough side of single or half brick wall of mix 1:6 (1 cement: 6 coarse sand) (DSR 13.5.2) |
| 275 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) (DSR 13.47.1) |
| 276 | 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 13.8) |
| 277 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture (DSR 13.48.3) |
| 278 | 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. DSR 2.8.1 |
| 279 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) DSR 4.1.8 |
| 280 | 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 :1:1.5:3 (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 5.1.2 |
| 281 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. DSR 2023Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. ( DSR 5.33.1.1)All works upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum 5.33.1.1 |
| 282 | Centering and shuttring including structting, Proppingetc.and removal of form for: DSR 5.9Foundation, Footing, Bases of columns,etc for mass Concrete. (DSR 5.9.1) |
| 283 | Lintels, beams, plinth beams, girders, bressumers and cantilevers (DSR 5.9.5) |
| 284 | Columns, Pillars, Piers, Abutments, Posts and Struts (DSR 5.9.5) |
| 285 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. DSR 5.22.6 & 5.22A.6 |
| 286 | 12 mm cement plaster of mix 1:6 (1 cement: 6 coarse sand) DSR 13.4.2 |
| 287 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) DSR 13.47.1 |
| 288 | 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. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works DSR 10.25.2 |
| 289 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture DSR 13.48.3 |
| 290 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: (DSR 2.1.1) |
| 291 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil. (DSR 2.6.1) |
| 292 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) (DSR 4.1.8) |
| 293 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. (DSR 5.33.2.1)Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum 5.33.1.1 |
| 294 | Suspended floors, roofs, landings, balconies and access platform (DSR 5.9.3) |
| 295 | Brick Work with common burnt clay F.P.S (non modular) brick of class designation 7.5 in foundation and plint in : Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR 6.1.2) |
| 296 | Thermo-Mechanically Treated bars work such as in reinforced concreted or reinforced brick work (when not included in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage. (DSR 5.22.6) |
| 297 | 15 mm thick plaster with cement mortar in consisting of 1:4 cement and approved coarse sand of minimum thickness not be less than 10 mm including supply of all materials, labour T&P etc. required for proper completion of the work. On plinth. (DSR13.5.1) |
| 298 | Providing M.S. foot rests including fixing in manholes with 20x20x10 cmcement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design :With 20x20 mm squarebarDSR No-19.15.1 |
| 299 | Supplying and fixing C.I. cover without frame for manholes : 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg (DSR 19.18.2) |
| 300 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level. (DSR 23.1)All types of soil (DSR 23.1.1)400 mm dia (DSR 23.1.1.3) |
| 301 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. (DSR 23.3)200 mm nominal size dia (DSR 23.3.3) |
| 302 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, onforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. (DSR 23.4)200 mm nominal size dia (DSR 23.4.3) |
| 303 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (DSR 23.5) |
| 304 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-incharge. (DSR 23.6) |
| 305 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. (DSR 23.7) |
| 306 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineerin- charge. (DSR 23.8) |
| 307 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in pproved laboratory, i/c disinfection of ubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per uirement and direction of Engineer-in-charge. (DSR 23.12) |
| 308 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 200 mm dia (DSR 23.13.3) |
| 309 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 200 mm dia (DSR 23.15.3) |
| 310 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m: (DSR 2.1)All kinds of soil (DSR 2.10.1) Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. (DSR 2.10.1.2) |
| 311 | PVC blind pipe 150 mm dia as per IS: 12818 DSR No- 7745 |
| 312 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design: (DSR 19.2)150 mm diameter PIPE (DSR 19.2.2) |
| 313 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 coarse sand (Zone III) : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: (DSR 19.3)Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets : (DSR 19.30.3)With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DSR 19.30.3.1) |
| 314 | Constructing brick masonry road gully chamber 50x45x60 cm with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : *(DSR 19.27)With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DSR 19.27.1) |
| 315 | Earth work in excavation in trenches for foundations and pipes cables etc in ordinary soil (loan clay or sand) including lift upto 1.5 m, lead upto 50 m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer- in- charge with in a lead of 50m . (DSR 2.8.1) |
| 316 | Providing and laying Cement concrete 1:4:8 (1cement :4 coarse sand :8 graded stone aggregate 40 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation. (DSR 4.1.8) |
| 317 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation-150 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand). (DSR 6.1.2) |
| 318 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 20 mm cement plaster. (DSR 13.9.2) |
| 319 | 40 mm thick cement concrete flooring with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. (DSR 11.3.1) |
| 320 | 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. (DSR 2.8.1) |
| 321 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. DSR16.1 |
| 322 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. (DSR 2.25A) |
| 323 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR 6.1.2) |
| 324 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) (DSR 4.1.8) |
| 325 | Construction of granular sub base by proiding wel graded material,spreding in uniform layours on prepared surface,mixing by mix in place method and compacting disered density,as per Specification clause 401 |
| 326 | providing ,laying spreading and compacting stone aggrigates of specific sizes of water bound mecadem specification including spreading in uniform thickness hand packing rolling with three wheel 80-100 kn static roller in stages to proper grade and camber, applying and brooming , crushable screening to fillup intersticks of coarse aggrigates, watering and compacting to the required density grading 3 as per technical specification clause 405 |
| 327 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 |
| 328 | 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 5.22.6 & 5.22A.6) |
| 329 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. (DSR 2.25A) |
| 330 | Construction of granular sub base by proiding wel graded material,spreding in uniform layours on prepared surface,mixing by mix in place method and compacting disered density,as per Specification clause 401 |
| 331 | Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.80 mm thick C.C. paver block of M-30 grade of approved colour design andpattern |
| 332 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. DSR 16.1 |
| 333 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level. DSR 23.1.1.2All Types of Soil350 mm dia |
| 334 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. DSR 23.2.1.2Rocky strata including Boulders350 mm dia |
| 335 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge. DSR 23.10.2150 mm nominal size dia having minimum wall thickness 5.00 mm |
| 336 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge. DSR 23.11.3200 mm nominal size dia |
| 337 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. DSR 23.7Around Pipe (3.14*0.15*0.15*120.00) |
| 338 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. DSR 23.8(3.14*3.50*3.50*0.30) |
| 339 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by \\"V\\" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tube well, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. DSR 23.12 |
| 340 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for bore well of: DSR 23.13.2150 mm dia |
| 341 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tube well as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. DSR 23.14.2150 mm dia |
| 342 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tube well as per IS:2800 (part I). DSR 23.15.2150 mm dia |
| 343 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. DSR 18.12.880 mm dia nominal bore |
| 344 | Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. 10 x 4 sq. mm DSR E&M 2022 1.17.28 |
| 345 | Supplying, Installation, Testing and Commissioning of three phase openwell ISI Marked submersible pump set of 7.5 H.P. capacity suitable for operation on 415V(+-10%), 3- phase AC supply compatible for operations on dynamic variable frequency / speed having IP 68 Protection including providing required no's of heavy duty M.S clamps made of flat iron and suitable size top cover made of suitable thick MS sheet as required. and making of flexible IP68 cable connections etc. complete as required (DSR 2025 20.19) Please Enable Macros to View BoQ information |
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Tender Timeline
Sep 07, 2026
11:30 IST
Tender Published
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CompletedSep 14, 2026
17:00 IST
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Upcoming · 1 daySep 14, 2026
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