Tender For Construction Of New Administrative Office Block Of Prtc At Workshop, Budhlada
Tender Value
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Estimated cost
Bid Submission
15 Aug 2026
8 days left
EMD
1.90 Lakhs
Bank guarantee accepted
Document Fee
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Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Patiala → Punjab
EMD Exemption
Not Available
Quantity
Not Available
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Address
Project Description
Tender for Construction Of New Administrative Office Block Of Prtc At Workshop, Budhlada
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation in foundations, frenches, etc. in all kinds of soil where pick jumper work lis not involved and not exceeding 2.0 meters depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm layers with compaction including disposal of all surplus soil. as directed within a lead of 30 metres. (CSR 6.6) |
| 2 | Cement concrete 1:4:8 with stone ballast 40 mm gauge in foundation and plinth using concrete mixer. (CSR 10.6 b) |
| 3 | Reinforced cement cocrete M-25 mechanically mixed in concrete mixer as per IS: 1791 and vibrated by needle vibrator but excluding steel reinforcement, centering and shuttering in foundation Footings F1 (CSR 10.16 a) |
| 4 | Reinforced cement cocrete M-25 mechanically mixed in concrete mixer as per IS: 1791 and vibrated by needle vibrator but excluding steel reinforcement, centering and shuttering in foundation Plinth Beams (CSR 10.16 b) |
| 5 | Centring & shuttering or foundations & footings (CSR 9.1) |
| 6 | Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from foundation and taken only from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres (CSR 6.8 a i) |
| 7 | Earth filling underfloors with soil taken from outside including loading, unloading & carriage with average lead of 10 km., manually ramming, watering, laid into layers coplete in all respects. (6.8 a) |
| 8 | Reinforced cement cocrete M-25 mechanically mixed in concrete mixer as per IS: 1791 and vibrated by needle vibrator but excluding steel reinforcement, centering and shuttering in superstructure. (CSR 10.21) |
| 9 | Damp proof course 7.5 cm thick of cement concrete 1: 2: 4 with two coats of bitumen 20/30 penetration at 1.65 kg per Sq.m. laid hot and sanded. (CSR 10.27) |
| 10 | Centring and shuttering for flat surface such as Suspended floors, Roofs, Landing, Chhajjas, Shelves etc. (CSR 9.8) |
| 11 | Centring and shuttering for sides and soffits of beams haunching, girders, bressumers, lintels. (CSR 9.6) |
| 12 | Centring and shuttering for stair cases with sloping soffits including risers and stringers. (CSR 9.9) |
| 13 | Centring and shuttering for columns (square or rectangle or polygonal in plan) (CSR 9.4) |
| 14 | First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth. (CSR 11.3) |
| 15 | First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level. (CSR 11.4) |
| 16 | Extra for additional storey upto 4 metres above the top of structural roof of lower storey. (CSR 11.29) |
| 17 | 115 mm thick brick wall with every fourth course reinforced with hoop iron laid in 1 :4 cement sand mortar in super structure. (CSR 11.34) |
| 18 | Terracing consisting of tiles 22.86 cm x 11.43 cm x 3.81 cm laid over 25mm mud plaster, 75 mm mud filling on another layer of 25 mm mud plaster including two coats of bitumen laid hot @ 1.65 Kg. per Sqm. on top of R.C.C slab including grouting with cement (CSR 13.13) |
| 19 | Top khurra 0.6m x 0.6m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50mm thick cement concrete 1:8:16. (CSR 13.45) |
| 20 | Cement concrete 1:2:4 gola 10 cm. x 10 cm. quardrant along junction of roof with parapet wall finished smooth, where specially specified. (CSR 13.55) |
| 21 | Bottom Khurra on ground 1.2m. x 0.6m. consisting of brick on-edge laid in cement mortar 1:3 over 75mm cement concrete 1:8:16 including 12.5m.m. thick cement plaster 1:3 (CSR 13.51) |
| 22 | Providing and fixing 110 mm dia SWR U.P.V.C Rain water pipe (ring fitted type-A) as per IS:13592 including jointing during masonary complete as per specifications and to the entire satisfaction of Engineer-in- charge. (If fixed on wall face clamp to be paid separatly as per respective item) (CSR 13.74) |
| 23 | Providing and fixing 110 mm dia SWR U.P.V.C bend for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge. (CSR 13.75) |
| 24 | Providing and fixing 110 mm dia SWR U.P.V.C Coupling/Sockete for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge. (CSR 13.76) |
| 25 | Base course of floor consisting of 100mm thick cement cocrete 1:8:16 and 100mm sand filling. (CSR 14.3) |
| 26 | Extra labour for projected nosing of staircase of any shape or design. (CSR 14.56 b) |
| 27 | White marble tiles with light green /yellowish streacks arranged from Morward flooring 15mm to 20mm thick of various sizes over 12.5mm thick cement, coarse sand mortar 1:3 laid and jointed with white cement slurry mixed with pigment to match the shade of marble including rubbing and polishing. Slab size above 45cmx60cm (CSR 14.16 c) |
| 28 | Providing and fixing 1st quality ceramic glazed wall tiles Matt/ Semi Matt/ Glosy/ Highly Gloss finish/ Highlighter/ emboss conforming to IS : 15622 (thickness to be specified by the manufacture of approved make in all colours, shades except burgundy, bottle green, black of size 200 x 300 mm, 100x200mm, 200x200mm as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:4 (1 cement: 4 fine sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. (CSR 14.125) |
| 29 | Kotah stone tile flooring 20mm to 30mm thick over 12.5 mm thick base of cement mortar 1:3 (1 cement; 3 sand) laid and jointed with neat cement slurry mixed with pigment to match the shade of stone including rubbing and polishing (CSR 14.88) |
| 30 | Kotah stone tile 20mm thick in skirting, riser of steps, dado walls and pillars laid in 12.5mm thick cement mortar 1:3 (1 Cement and 3 Sand) and jointed with neat cement slurry mixed with pigment to match the shade of stone including rubbing and polishing. (CSR 14.90) |
| 31 | 20 mm thick cement plaster 1:5 in two coats work (CSR 15.21) |
| 32 | 12.5mm thick cement plaster 1:5. (CSR 15.10) |
| 33 | 20 mm thick cement plaster in damp proof course 1:3 with two coats of bitumen 1.65 Kg. per Sqm. hot laid and sanded. (CSR 15.50 a) |
| 34 | Bearing plaster of 10mm thick cement mortar 1:3 cement sand finshed with a floating coat of neat cement and thick coat of lime wash/POP on top of walls when dry for bearing of R.C.C. slabs and beams. (CSR 15.52) |
| 35 | Supply & Fixing of pressed steel frames (Chowkats) consisting of 18 gauge (1.25mm) thick steel sheet of the specified section(standard design latest) including iron lugs (hold fasts) iron hinges, confirming to P.W.D. specifications including bolts for fixing stops, lock-notch provision for receiving tower bolts, Hydraulic spring and finished with one priming coat of approved quality, fixed in position, including the cost of cement concrete 1:3:6 for filling in the frame and cement concrete 1:2:4 for lugs complete. Doors and windows frame of size 118mm x 60mm with 40 mm wide single rebate weighing 3.43 kg per meter. (CSR 18.24 a) |
| 36 | Doors and windows frame of size 161mm x 60mm with 40 mm wide double rebate weighing 4.05 kg per meter. (CSR 18.24 b) |
| 37 | Factory manufactured flush door fixed in position iron hinges, etc (excluding the cost of any fittings other than specified above but including labour for fixing the same in position (Code : II Revision IS-2191 Part-I) 1973 Commercial with elm or gurjan facing on both \ Sides with laminated core and lipped edges:- 35 mm thick (CSR 17.27 a iv) |
| 38 | Providing & fixing of Box type steel windows, made of various ERW section outer 60mm x 25mm, central mullion 60mm x 25mm, for shutter 50mm x 20mm having thickness of 1.25mm (18 gauge), shash bar MS Tee 25mm x 3mm where required joints mitred and electrically flash-welded, with iron fittings incluidng necessary iron handles,hinged cleat, tower bolts, iron hold fast and pintle hinges complete (excluding glazing and wire guage) and finished with ready mixed paint red lead non setting primer complete as per specification, Drawings and to the entire satisfaction of engineer-in-charge. (Note:- Glazing, wire guage and grill will be paid as per respective items) Glazed or wire gauge (Double leaf) 35mm thick (CSR 18.38 a ii) |
| 39 | Wire gauge shutters (CSR 18.38) |
| 40 | Wire gauge fixed in steel windows, of standard rolled steel section with 3mm thick flat iron cover moulding of 12.5 mm width, fixed with machine screws, complete in all respects. 35mm Thick. (CSR 18.27) |
| 41 | Cost of Aluminium fittings ISI marked complete for doors, windows, such as tower bolts, handles and screws etc. for these fittings (excluding sliding bolts). For shutter area above 0.50 sqm (CSR 17.23 ii) |
| 42 | Providing & fixing Hydraulic door closer to wire gauge shutters of usperior quality. I.S.I Designation No. III (size of door up to 1000 m. ) Wire gauge shutters (CSR 17.43) |
| 43 | Providing and fixing stair case railing made out of M.S. square bars 20mm x 20mm as vertical part 0.70 metre high fixed with M.S. base plate of 40mm x 40mm x 6mm and flat iron 40mm x 6mm as hand rail complete in all respect. (CSR 18.30) |
| 44 | Supplying and fixing glass panes with glazing clips and special metal sash putty of approved make. Glass panes 4mm or 10.75 kg / sqm exceeding 0.4 sqm of area (CSR 18.25 b) |
| 45 | Preparation of plywood surface for painting including sand papering the surface and applying filling with approved quality fills consisting of white lead, linseed oil, Varnish, and Chalk Mitti including finishing the surface to required finish complete (CSR 16.15) |
| 46 | Applying pink primer or aluminium priming coat on wood work including preparation of surface knotting and stopping etc. (CSR 16.16) |
| 47 | Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work metallic or plastered or concrete surface to give an even shade. (CSR 16.18) |
| 48 | Preparation of plastered or concrete surface for painting, including sand papering the suface, using cement based ready mixed all putty two coats including finishing surface to the required finish complete. (CSR 16.65) |
| 49 | Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surfaces. (CSR 16.31) |
| 50 | Wall painting with plastic emulsion paint of approved brand and manufacturer to give an even shade (two coats) (CSR 16.63) |
| 51 | Finishing walls with acrylic smooth exterior paint with two coats @ 1.67 ltrs. /10 sqm & base coat of water prrof cement paint @ 2.20 kg./ 10 sqm. (CSR 16.59) |
| 52 | Wrought iron and mild steel ladders, framed grills, grating etc, with ends of bars riveted or welded or forged framed window guards, barred iron doors stair case, iron railing including cost of bolts and nuts or screws or welding rod, complete fixed in position. (CSR 18.4) |
| 53 | Applying priming coat with metal primer on new steel or iron work including preparation of surface. (CSR 16.20) |
| 54 | Painting two coats excluding priming coat with readymixed paint for metallic surfaces in all shades on new steel or iron work. (CSR 16.21) |
| 55 | Cold twisted deformed ( ribbed/ tor steel ) Bars for R.C.C works, where not included in the complete rate of R.C.C including bending binding and placing in position complete. (CSR 18.18) |
| 56 | Coloured Granite stone tiles 15-20mm thick in skirting, risers of steps, dado walls and pillars laid in 12.5mm thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with neat cement slurry mixed with pigment to match the shade of stone, including rubbing and polishing including labour for fixing dowel pins and cramps. (CSR 14.88) |
| 57 | Providing and applying Anti Termite Treatment using pre constructional chemical treatment measures as per IS - 6313 - 2001 ( Part 2 ) & using Chemical containg chloropyrifos systemic insecticide diluted to manufacturer's specifications (i) In foundation pits, by treating the bottom & sides upto height of 300mm by uniformly spraying solution @ 5 Litre / Sqm (ii) In the refill earth on both sides of all built up walls @ 7.5 Litre / Running meter ( width - 300 mm, depth - 450 mm ) (iii) Before laying the floor, by uniformly sprinkling the top surface of the consolidated earth within the outer perimeter @ 5 Litre solution per Sqm. (CSR 14.131) |
| 58 | Outer Plinth Protection:-Providing and laying factory made rubber moulded smooth finish cement concrete Kerb M-20 grade 250mm high with bottom width 165mm and top width 115mm made over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications (CSR 24.41 a) |
| 59 | Cement concrete 1:5:10 with stone ballast or shingle 40 mm guage. using concrete mixing volumetric type (CSR 10.9 b) |
| 60 | Cement Concrete 1:2:4 with stone ballast or shingle.using concrete mixing volumetric type (CSR 10.12 ii) |
| 61 | External DevelopmentCement concrete 1:5:10 with stone ballast or shingle 40 mm guage. using concrete mixing volumetric type (CSR 10.9 b) |
| 62 | Providing and laying 60 mm thick cement concrete interlocking paver block of M- 35 grade machine made rubber moulded smooth finish by strong vibratory process or with vibro-hydraulic compaction machine and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge for Medium Traffic Areas such as City streets, small & medium market roads, low volume roads, utility cuts on arterial roads, etc. (CSR 14.137) |
| 63 | Public health Internal workExcavation for pipe lines in trenches and pits, including trimming and dressing sides, levelling of beds of trenches to correct grade, cutting joint holes, refilling, consolidation and watering of refill in 15 cm Layers and restoration of unmettaled or unpaved surface to its original condition including the cost of necessary shoring, timbering, dewatering of rainwater, diversion for traffic, night singlals, fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc., and removal of surplus spoil out side/inside the town involving lead upto 1.00km. All classes of soil except rocky. (CSR 28.1 i) |
| 64 | Providing ISI marked G.M. ferrule as per IS ;2692, drilling and tapping cast iron pipe lines of all diametres and screwing in Ferrule and connections complete in all respect. 15mm i/d Ferrule heavy duty (CSR 28.34 c) |
| 65 | CONCEALED IN WALL: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes as per IS 15778 (ISI marked with the prior approval of Engineer-in- Charge), 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 including jointing of pipes & fittings, with one step CPVC solvent cement and testing of pipes complete as per direction of Engineer-in-Charge. CPVC SDR 11 Pipe & fitting 16mm o/d (CSR 28.19 a) |
| 66 | CPVC SDR 11 Pipe & fitting 20mm o/d (CSR 28.19 b) |
| 67 | CPVC SDR 11 Pipe & fitting 25mm o/d (CSR 28.19 c) |
| 68 | CPVC SDR 11 Pipe & fitting 32mm o/d (CSR 28.19 e) |
| 69 | INTERNAL - EXPOSED ON WALL :Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes as per IS 15778 (ISI marked with the prior approval of Engineer-in-Charge), 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 including jointing of pipes & fittings with one step PVC solvent cement and testing of pipes complete as per direction of Engineer-in-Charge. CPVC SDR 11 Pipe & fitting 25mm o/d (CSR 28.20 a) |
| 70 | CPVC SDR 11 Pipe & fitting 32mm o/d (CSR 28.20 b) |
| 71 | Providing, fixing & jointing CPVC ball valves jointed over CPVC pipe lines including all carriage complete. CPVC 16mm o/d (CSR 28.19 a) |
| 72 | CPVC 20mm o/d (CSR 28.19 b) |
| 73 | CPVC 25mm o/d (CSR 28.19 c) |
| 74 | CPVC 32mm o/d (CSR 28.19 e) |
| 75 | Making connection with the existing G.I.branch main up to 40mm size including cutting and threading pipe etc. complete excluding cost of tee and ling screw, but including all carriages complete. (CSR 28.45) |
| 76 | Bailing out water from the trenches for making new connections in fully charged pipe lines including cleaning trimming and dressing the trenches to correct alignment and grade as required by the Engineer-in-charge.Size of the main with which connection is to be made. Upto 300mm i/d (CSR 28.49 a) |
| 77 | Cutting holes upto 23cm through stone masonry or B.B. in cement walls for pipes and making good including repointing, replastering and finishing according to existing finish where required. Through11.43cm thickness of walls (CSR 28.56 a) |
| 78 | Through 22.86cm thickness of walls (CSR 28.56 b) |
| 79 | Cutting holes upto 23cm square for pipes in flooring and roofs of bricks, tiles with lime concrete and making good including repointing, replastering and colour or white washing where required. Through floor or roof 115mm thick. (CSR 28.57 b) |
| 80 | Providing, lowering, cutting & jointing salt Glazed Stone ware Pipes and Specials ISI marked as per IS 651-2007 class Sp-1 into Trenches for all depths and Laying out the same to correct alignment, Gradients, levels etc., In Trenches including all dressing and trimming of bed and sides of trenches, if required trimming and cutting of concrete beds and joints holes, supporting the pipes and specials, in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benching, haunching and envelopes are completed. The sewer shall rest on the bed at every point through-out its length and to ensure this, it shall be grouted in without extra charge by the contractor with 1:3 cement sand mortar including jointing of pipes and specials in trenches, using cement sand mortar 1:1 and best white italian spun yarn, as per IS :1887, finishing and trowelling of each joint at an angle of 45degree with the longitudinal axes of pipe, watering,keeping the joint covered and wetted till the same are cured, testing the sewerage line for leakage and making all leakages and defects good as laid in the contract specification, chipping and finishing the cut surface to uniform finish to the entire satisfaction of engineer-incharge Including all cartage etc. 100mm i/d pipe (CSR 29.41 a) |
| 81 | Constructing brick masonry manhole in cement mortar 1:5 ( 1 cement : 5 coarse sand ) 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 1:4:8 mix (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size)inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making benching in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, Orange coloured PVC steps including FRCC cover with frame (light duty) 455x610 mm internal dimensions.complete as per standard design. Inside size 90x150 cm and 120 cm deep between top of slab and invert ( With MH cover & frame extra heavy duty) (CSR 29.55 b) |
| 82 | Construction of brick masonry inspection chambers size as given below upto 0.60 m average depth in 1:5 cement sand mortar, lime concrete with 40 per cent lime mortar 2:3 in foundation, cement concrete 1:2:4 benching 12.50mm thick cement plaster 1:2 with a floating coat of 1mm thick of neat cement, R.C.C.1:2:4 slabs 100mm thick cement concrete topping50mm thick with 455mm x 455mm, 455mm x 610mm inside light duty C.I. inspection chamber cover and frame (Weight as per I.S.I specifications) painted with 3 coats of black bitumastic paint conforming to I.S.I complete as per standard design. 600mm x 900mm inside with 455mm x 455mm cover and frame light duty double seal (CSR 29.6 c) |
| 83 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete. For pipes 100 to 200 mm Diametre (CSR 29.65 a) |
| 84 | Providing and fixing in position Chinaware wall hunged European type water closet with P trap or S trap of approved make (to the approval of the Engineer-in-charge) suite-consisting of 10 ltr. matching chinaware flushing cistern ,seat cover complete in all respects to the entire satisfaction of engineer in charge. Chinaware extended wall mounted EWC with matching chinaware cistern and seat cover complete in all respects. (CSR 30.05 a) |
| 85 | Providing and fixing in position Chinaware European type water closet P trap or S trap of approved make (to the approval of the Engineer-in-charge) consisting of 10 ltr. PVC flushing cistern ISI marked, PVC short bend 32 mm dia including cost of seat cover complete in all respect and to the entire satisfaction of Engineer-in-charge. (CSR 30.40) |
| 86 | Providing and fixing jet spray with 2'-6\\" long PVC pipe. With C.P. Brass nut (CSR 30.08 b) |
| 87 | Providing and fixing PVC 32mm waste pipe complete in all respects. (CSR 30.20) |
| 88 | Providing and fixing in position best Indianmake white ordinary lavatory suites of approved make ( to the approval of engineer in charge) consisting of C.P. brass waste 32mm dia, with one CP brass pillar tap complete in all respects. Size 560mm x 410mm (above counter oval) (CSR 30.32 vi) |
| 89 | Providing and fixing in position best Indian make chromium plated brass, Bottle trap 32mm dia with 40 mm seal of approved make to the approval of Engineer in charge complete in all respects. (CSR 30.44 a) |
| 90 | Providing and fixing in position best Indian make towel rails/ rings to the approval of Enginner in charge fixed in with rewal plugs embedded in walls with c.p brass screws, complete in all respects including cutting and making good the walls etc. C.P. brass towel Rails size 20mm dia 600mm long (CSR 30.58 b) |
| 91 | Providing and fixing in position Acrylic shelf with Acrylic guard rails fixed in with rawl plugs with C.P brass screws complete including cutting and making good the walls etc. C.P. brass Glass Corner with rail 8 mm thickness and height 250 mm (CSR 30.59 b) |
| 92 | Providing & Fixing in position best indian make bevelled edge 5mm thick mirror mounted on asbestos sheet ground fixed in position by means of 4 nos. chromium plated brass screws and washers over rubber washers and rawl plugs embedded in the walls or chromium plated brass clamps with C.P. brass screws (as required by the Engineer-in- Charge) complete including cutting and making good the walls etc. 600 mm x 450 mm (CSR 30.61 a) |
| 93 | Providing & Fixing in position C.P. Brass flange under various fixtures complete in all respects (as required by the Engineer-in-Charge) (CSR 30.64 a) |
| 94 | Providing & Fixing in position C.P. Brass extension piece 15mm dia, 15mm long or 25mm long or 40mm long with various fixtures complete in all respects (as required by the Engineer-in- Charge) (CSR 30.64 b) |
| 95 | Providing & fixing C.P. brass hexa nipple 15mm. of approved make to the approval of Engineer in charge complete in all respects. (CSR 30.64 c) |
| 96 | Providing & Fixing in postion 15 mm i/d C.P. brass bib cock of best quality (as approved by the Engineer-in-charge). C.P. brass Bib cock long nose / long body without flange. (CSR 30.65 a) |
| 97 | C.P. brass Bib cock without flange. (CSR 30.65 b) |
| 98 | Providing & Fixing in postion stop cock /Angle valve (as approved by the Engineer-incharge). C.P.brass 15mm Concealed stop cock with flange. (CSR 30.66 b) |
| 99 | C.P.brass 15mm Concealed Angle valve (CSR 30.66 c) |
| 100 | Providing & Fixing in postion C.P.brass liquid soap container of best quality (as required by the Engineer-in-charge) complete in all respects. Acrylic liquid soap container. (CSR 30.67 b) |
| 101 | Providing & fixing in position best Indian make flexible tube connection of approved make to the approval of engineer in charge complete in all respects. PVC tube connection of size 15 mm x450 mm with C.P. Brass nut (CSR 30.72 c) |
| 102 | Providing & fixing in position best Indian make C.P. Copper tube connection of approved make to the approval of engineer in charge complete in all respects. C.P. copper tube connection of size 15 mm x 450 mm with C.P. Brass nut (CSR 30.73 c) |
| 103 | Providing and fixing in position singel socket SWR UPVC soil waste or antisyphonage pipes as per IS 13592 of E.D.C manufacture or of any other reputed firm including cutting, jointing, wastage, but excluding cost of jointing. Single Socket Type A 110mm o/d single socket SWR UPVC pipe lines laid complete (CSR 30.74 iii b) |
| 104 | 75mm o/d single socket SWR UPVC pipe lines laid complete (CSR 30.74 iii c) |
| 105 | Providing and fixing in position C.I. gully trap cover weighing approximately 7.26 kg and frame for gully trap chamber clear opening size 300mm x 300mm and out side size 330mmx330mm including painting the exposed surface with 3 coats of black bitumastic superior paint of approved manufacture etc. (CSR 30.75) |
| 106 | Providing and fixing in position gratings 150mm x 150mm for gully trap. H.C.I. grating including painting with black bitumastic superior paint of approved manufacture three coats. (CSR 30.76 a). |
| 107 | Providing and fixing in position SWR UPVC special for soil waste vent or anti syphonage pipes as per as per IS - 14735 including cutting and wastage etc. cutting holes in walls roofs or floors etc. and making good to its original condition but excluding cost of lead joining. For 100mm i/d pipes Door Cap (CSR 30.81 iii (i) |
| 108 | Single Tee With Door (CSR 30.81 iii (ii) |
| 109 | Door Elbow 90 Degree (All side socketed) (CSR 30.81 iii (iii) |
| 110 | Vent Cowls (CSR 30.81 iii (iv) |
| 111 | P Trap/Floor Trap 110mm x 110mm (CSR 30.81 iii (v) |
| 112 | Cutting chase in brick walls in cement or in floor for embedding G.I. or C.I pipes lines and making good the same to its original condition. Size 150 mm x 150 mm (CSR 30.85 b) |
| 113 | Providing and fixing in position automatic brass ball valves in tanks. 50mm i/d Brass ball valve with plastic ball with G.I. socket (CSR 30.96 B vi) |
| 114 | Providing & fixing in position on terrace(at all levels) HDPE tank cover for water storage tanks of approved makes to the approval of Engineer-in-Charge with cover with suitable locking arrangement & making necessary holes for inlet, outlet and over flow pipes but iwthout fittings and base support for tank complete. Triple layer tanks. (CSR 30.97 a) |
| 115 | Providing & fixing in position G.I.tank nipple of approved make to the approval of engineer in charge in PVC water storage tanks complete in all respects. G.I. tank nipple 20mm. i/d. (CSR 30.98 e) |
| 116 | Providing and fixing in position gully traps fixed in cement concrete 1:4:8 complete with H.C.I. Grating 150mm x 150mm cast iron cover weighing approximately 7.26 kg. And frame clear opening 300mm x 300mm and out of side size 330mm x 330mm and chamber including cost of all bricks work in cement morter 1:5 cement concrete 1:2:4 in coping around C.I. cover and frame etc. with three coats of black bitumastic superior paint of approved manufacture on all C.I. work as per standard design minimum depth of water should be 150 mm with a minimum seal 50mm. 100mm internal Diametre H.C.I. gully trap with H.C.I. grating and cast iron cover weighing approximately 7.26 kg. and frame clear opening 300mm x300mm and out of side size 330mm x330mm (CSR 30.99 b) |
| 117 | roviding and fixing in position vitreous Chinaware white Senso urinal size 37 x 39 x61 cm of approved make (to the approval of Engineer-in-charge) consisting of C.P. brass Urinal waste Coupling dome type 32mm outer length 75 mm complete in all respect. (CSR 30.17 A) |
| 118 | SITC of 3 star HI wall split AC unit complete with indoor & outdoorunit of 1.5 TR capacity alonh with polyurethene rubber pipe fixed on copper tube of required sie up to 6 m. length & suitable standard MD stand for outdoor unt complete in all respects and of approved make as per directions of Engineer in charge. ( Make Samsung, Carrier, Voltas, Hitachi) (MR) |
| 119 | Electrical Installation Work:-Wiring in P.V.C. insulated Fire Retardant copper conductor ISI marked (Unsheathed) flexible multistrand cable to be laid in heavy gauge PVC conduit pipe 20mm/25mm dia (1.6mm thick) ISI marked, recessed in wall etc., complete with powder coated/anodized concealed metal boxes required for suitable number of modules, for having electronic fan regulators, bell push, electronic buzzer, 5pin 6Amp., 6pin 16/20Amp. Sockets and 6/16/20Amp. Swithces (Screw Type Modular Accessories) etc., and covered with Frame Plate etc., & including the cost of required number of modular switches/ sockets, step type electronic fan regulator 100watts, PVC connector (For Fan Box and Electronic Buzzer), PVC Bush, Steel Hooks, Circular Inspection Box (Recessed Type and Deep Type) conduit pipe & copper wire and other Petty material etc. including the cost of cutting and filling up of chases:- Wiring fan point (With fan box) (CSR 34.01 i b) |
| 120 | Wiring light point (CSR 34.01 ii) |
| 121 | Wiring call-bell point (CSR 34.01 iii) |
| 122 | Wiring 6Amp. Plug control comprising wall socket point (CSR 34.01 iv) |
| 123 | Wiring 16/20Amp. power plug control point (CSR 34.01 v) |
| 124 | Supply and erection of PVC insulated single core FRLS copper conductor cable ISI marked left bare in pipe or casing of suitable size excluding the cost of supply and erection of pipe or casing. PVC insulated copper conductor single core FR cable (ISI marked) overall 1 sq.mm, 1100volts grade (CSR 34.09 i) |
| 125 | PVC insulated copper conductor single core FR cable (ISI marked) overall 1.5 sq.mm, 1100volts grade (CSR 34.09 ii) |
| 126 | PVC insulated copper conductor single core FRLS cable (ISI marked) overall 2.5 sq.mm, 1100volts grade (CSR 34.09 iii) |
| 127 | Supply and erection of PVC flexible pipe complete with compression glands, having locking arrangement,check-nuts as required :- PVC flexible pipe 20mm dia. (CSR 34.12 xix a) |
| 128 | PVC flexible pipe 25mm dia. (CSR 34.12 xix b) |
| 129 | Earthing with G.I. wire/ rope in G.I. pipe partly recessed and partly on surface complete with 150cm long 50mm dia. G.I. earth pipe (Cutting threads and 36 Nos. holes, 1cm dia. to make a mesh around he GI Pipe) with G.I. reducing socket including erection of the same, 4.50 metre (14.76 feet) below ground level with 20Kg. charcoal & salt mixture etc.,up to 8 metre in length (including boring & refilling). Earthing with 8 S.W.G. (4mm dia.) G.I. wire in 15mm dia G.I. pipe with G.I. reducing socket 50mm x 15mm (upto 8Metre in length) (CSR 34.13 xii a) |
| 130 | Fixing additional length of earthing with G.I. wire/ rope in G.I. pipe (On Surface) with sockets, elbows and MS saddle clamps including painting etc. Additional length G.I. wire 8 S.W.G. (4mmdia.) in 15mm dia. G.I. pipe (On Surface) (CSR 33.13 xvi a) |
| 131 | Supply and erection of Miniature Circuit Breaker MCB's for circuit protection against overload and short circuit current fault suitable for 240/ 415 volts 50cycles AC supply with breaking capacity of 10kA, Curve-C and low watt losses as per IS/IEC 60898-1, energy limitation class-3, true contact indication, label holder facility in the existing MCB distribution board as per PWD General Specifications including connections with suitable size of thimbles/lugs:- MCB Single Pole 6-32amp. (10kA, Curve-C) (CSR 34.16 A ii) |
| 132 | MCB Double Pole 6-32amp. (10kA, Curve-C) (CSR 34.16 A ii) |
| 133 | Supply and erection of switches, sockets, power switch and sockets and other accessories (flush piano type/ modular accessories) in the existing bakelite/ modular cover frame including connections and petty material etc. Ceiling rose (flush piano type) (CSR 34.15 xxvi) |
| 134 | Bakelite batten holder large size (CSR 34.15 xxvii) |
| 135 | S/E of sleek and seamless profiled Aluminium/Polycarbonate LED batton 1X20 W of make Crompton Cat No. LDL-20-CDL Model LED TRIM LINE /WIPRO Cat No. LL20-221-XXX-65-NE3 Model TRIM LED NEO/Bajaj Cat No-BCLSB 20 WH or its equivalent cat. and model of approved make with Efficient diffuser including erection, connections & testing etc complete in all respects as approved and desired by the Engineer-in charge at site. (MR) |
| 136 | S/E of heavy duty industrial type of Exhaust fans including the cost of making hole in the wall or providing and fixing MS Sheet 14SWG with painting as per satifaction of engineer in-charge Exhaust fans 300 mm sweep(900RPM) With aluminium Louver Shutter (MR) |
| 137 | S/E of AC ceiling fan double ball bearing complete with pety material, conopy for errecction as per satisfaction of Engineer in-Charge make Cromption (High Speed) enterest 50/ Orient Smart saver 50, equiplvant brand as approved by engineer in-Chare white in colour without fan regulator Ceiling fan 48\\" (1200mm) (MR) |
| 138 | Rechargewell:-Earthwork in excavation by mechanical means includind trimming,dressing sides and levelling of bed to correct grade exceeding 2.25 m depth up to 3.0 m depth (CSR 28.2 C i) |
| 139 | CC 1:8:16 with 40 mm gauge stone aggregate using volumetric mixture type (CSR 10.6 b) |
| 140 | 1st class brick work in cementmortar 1:5 in foundation and plinth (CSR 11.5) |
| 141 | Brick Jali with 22.86 cm*11.43 cm thick alternate layers laid in cement sand mortar 1:4 using 58 no bricks (CSR 11.53) |
| 142 | Flat brick flooring laid dry over a bed of 6 mm thick cement sand mortar 1:6 grouted with CS mortar 1:4 and top surface to be clean (CSR 14.23) |
| 143 | 20 mm thick cement plaster in CM 1:4 in two coat work (CSR 15.2) |
| 144 | 12.5 mm thick cement plaster in CM 1:4 (CSR 15.9) |
| 145 | Centering and shuttering for precast and plain or reinforced concrete blocks ,wall plates , shelves etc. (CSR 9.14) |
| 146 | Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement, cantering and shuttering in foundattion and plinth (CSR 10.15) |
| 147 | Cold twisted bars where not included in the complete rate of RCC but including bending binding and placing in position. (CSR 18.18) |
| 148 | Providing and placing in horizontal layers filter media screened washed and cleaned Top layer fine sand screened 0.2 to 0.4 mm (CSR 28.51 a) |
| 149 | Providing and placing in horizontal layers filter media screened washed and cleaned Extra carriage (CSR 28.51 a) |
| 150 | 2nd layer coarse sand screened 3mm to 6 mm (CSR 28.51 b) |
| 151 | Extra carriage (CSR 28.51 b) |
| 152 | 3rd layer bajri screened 6mm to 20 mm (CSR 28.51 c) |
| 153 | Extra carriage (CSR 28.51 c) |
| 154 | 4th layer bajri coarse screened 20mm to 25mm (CSR 28.51 d) |
| 155 | Extra carriage (CSR 28.51 d) |
| 156 | Bottom layer broken stone screened 50 to 75mm (CSR 28.51 e) |
| 157 | Extra carriage (CSR 28.51 e) |
| 158 | big size boulders size above 75 mm (CSR 28.51 f) |
| 159 | Extra carriage (CSR 28.51 f) |
| 160 | Boring /Drilling bore well of required dia for casing / strainer pipe by suitable method incl. collecting samples from different strata up to 90 m depth below ground level for all types of soil 300 mm dia (CSR 28.91 a) |
| 161 | Supplying assembling,lowering and fixing in vertical position in bore well unplasticized PVC medium well screen(RMS) pipes with ribs incl. hire labour charges fitting and accessories etc. 200 mm nominal size dia (CSR 28.93 c) |
| 162 | Supplying assembling,lowering and fixing in vertical position in bore well unplasticized PVC medium well casing(CM) pipes of reqd dia incl. hire labour charges fitting and accessories etc. 200 mm nominal size dia (CSR 28.92 c) |
| 163 | Providing laying fixing and jointing ISI marked HDPE pipes incl. alignment gradient cutting and jointing as per specification. HDPE pipe of 6 kg.PE-100 (200 mm OD) (CSR 28.16 c) |
| 164 | Supplying at quarry site of gravel of 1/16\\" to 1/8\\" size incl. pouring and packing in annular space between the pipe assembly and the bore . Gravel should be free from dirt,dust and vegetable matter 1'*1'-8'*8\\" (CSR 28.88) |
| 165 | Extra carriage (CSR 28.88) |
| 166 | Constructing brick masonry road gully chambers as per standard drawings (as per sizes given below) including dressing of beds and sides of chambers to exact profiles, 15cm thick C.C 1:6:12 in foundation, first class brick work laid in cement sand mortar 1:5, 40mm thick cement concrete 1:2:4 topping inside the chamber with a floating coat of 1.5mm thick neat cement laid in one operation to the topping, the entire inner surface of the chamber rendered with neat cement not less than 12.50mm in thickness of 1:2 cement sand plaster and finished with a floating coat of neat cement 1mm thick left absolutely smooth polished and correct to template including cost of precasted RCC road gully grating and frame including paint with coal tar (as specified in item No. 29.74) complete and to the requirement of the single road gully chamber size 610mm*457mm*800mm (CSR 29.63 A) |
| 167 | Boundary wall:-Earth work in excavation in foundations, frenches, etc. in all kinds of soil where pick jumper work lis not involved and not exceeding 2.0 meters depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm layers with compaction including disposal of all surplus soil. as directed within a lead of 30 metres. (CSR 6.6) |
| 168 | Cement concrete 1:4:8 with stone ballast 40 mm gauge in foundation and plinth using concrete mixer. (CSR 10.6 b) |
| 169 | First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth. (CSR 11.5) |
| 170 | First class burnt brick work laid in cement sand mortar 1:5 in superstructure. (CSR 11.6) |
| 171 | 12.5mm thick cement plaster 1:4. (CSR 15.9) |
| 172 | 12.5mm thick cement plaster 1:4. (CSR 15.20) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 15, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysAug 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 10 daysTender Documents
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