Tender For Construction Of Mini Stadium Banbasa, District - Ch Awat, Uttarakhand
Tender Value
Ref. Documents
Estimated cost
Bid Submission
22 May 2026
0 days left
EMD
1.35 Lakhs
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Banbassa → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Mini Stadium Banbasa, District - Ch Awat, Uttarakhand
BOQ
| Sl. No. | Item Description |
| 1 | CIVIL WORKS |
| 2 | 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, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M. 2.8.1 All Kinds Of Soil. |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. |
| 4 | Supplying and filling in plinth with sand under Floors, including watering, ramming, consolidating and dressing complete. |
| 5 | 3 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos / Lindane E.C. 20% with 1% concentration |
| 6 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 7 | 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) : 8 graded stone aggregate 40 mmnominal size) |
| 8 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 9 | 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 : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 10 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 11 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 12 | 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 |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 14 | Foundations, footings, bases for columns |
| 15 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 16 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 17 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 18 | Half brick masonry 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.6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand) |
| 19 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry |
| 20 | 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) |
| 21 | 12 mm cement plaster: 1:6 (1 cement: 6 fine sand) INNER PLASTER |
| 22 | 15 mm cement plaster: 1:6 (1 cement: 6 fine sand) OUTER PLASTER |
| 23 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 10.13.1 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
| 24 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 10.13.1 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
| 25 | 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: 9.21.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 26 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including 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). |
| 27 | 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 |
| 28 | Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. With 12 mm mild steel U beading (Mosquito Jali). |
| 29 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 10.30.1 4.0 mm thick glass panes |
| 30 | Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 9.100.1 125 mm |
| 31 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 300x10 mm |
| 32 | Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 9.96.1 300x16 mm |
| 33 | Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. |
| 34 | Providing and fixing PTMT door catcher of length 72 mm and dia. of 42 mm with suitable washers weighing not less than 33 gms |
| 35 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 36 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (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 bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete. |
| 37 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : 13.41.1 New work (two or more coats) over and including water thinnable priming coat with cement primer |
| 38 | 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. |
| 39 | Finishing walls with Acrylic Smooth exterior paint of required shade : 13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 Sq M over and including priming coat of exterior primer applied @ 2.20 kg/10 Sq M) |
| 40 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : 13.62.1 Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 41 | RUNNING TRACKSURFACE MARKING |
| 42 | 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. 2.8.1 All kinds of soil. |
| 43 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. |
| 44 | 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) : 8 graded stone aggregate 40 mmnominal size) |
| 45 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 46 | ELECTRIC WORK |
| 47 | 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. |
| 48 | Group B |
| 49 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. |
| 50 | 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire |
| 51 | 2 X 4 sq. mm + 1 X 4 sq. mm earth wire |
| 52 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. |
| 53 | 2 X 10 sq. mm + 1 X 6 sq. mm earth wire |
| 54 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A Modular socket outlet and 5/6 A modular switch, connections etc. as required. |
| 55 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. |
| 56 | Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without independent switch etc.) with 1.5 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required. |
| 57 | Group B |
| 58 | 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/ Isolator) |
| 59 | 8 Way Double Door |
| 60 | 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. |
| 61 | Single pole |
| 62 | Supplying and fixing following rating, double pole, (single phase and neutral), 240V, 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. |
| 63 | Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 64 | 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 as required. |
| 65 | 25 mm |
| 66 | 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. |
| 67 | 1200mm, service value ≥ 6.0 CM/Min/Watt, air delivery 210 CM/Min (Minimum |
| 68 | LED Down lighter (SMD Type) (System lumen efficacy >135lm/Watt) 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, 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 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 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 sqmm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy >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 . |
| 69 | 15 watt Round Down Lighter |
| 70 | LED Batten light (System lumen efficacy >135 lm/Watt) 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 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 >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) |
| 71 | 18-22 watt LED Batten Light |
| 72 | Supplying and fixing Suitable 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. |
| 73 | 40 A, 10 KA,TPN MCB |
| 74 | SITC of 10 W WH LED Mirror Light as / Specification, Polycarbonate housing, system wattage -10 w,Lumen pack - 1000w with eficacy - 100lm/w,CRI-80. , IP -20 with IS 10322 (part 5/Sec.1)-2012. |
| 75 | Providing & Fixing of IP65 IK10 Rated Intrigated SDM Mid Power LED 15 watt , Wall Mounted Light Fixure Made From Pressure Die Cast AI Housing Suitable for Mounting LED Tube System Maximum Power Consumption Should not more than the specific rating and fixure shall be of BIS Standard and trad Mark Certificate. |
| 76 | MAINTENANCE (EXISTING STORE) |
| 77 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineerin-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. |
| 78 | SITTING AREA CIVIL WORKS |
| 79 | EARTHWORK |
| 80 | 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. 2.8.1 All kinds of soil. |
| 81 | FILLING |
| 82 | Filling available excavated earth (excluding hard rock/Ordinary rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating Each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 83 | P.C.C |
| 84 | 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) : 8 graded stone aggregate 40 mmnominal size) |
| 85 | REINFORCED CEMENT CONCRETE |
| 86 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 87 | All works above plinth |
| 88 | STEEL |
| 89 | 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 |
| 90 | CENTRING & SHUTTRING |
| 91 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 92 | Suspended floors, roofs, landings, balconies and access platform |
| 93 | BRICK WORK IN FOUNDATION |
| 94 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 95 | BRICK WORK IN SUPER STRUCTURE |
| 96 | 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 : |
| 97 | GRANITE |
| 98 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 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 of edges to give high gloss finish etc. complete at all levels. Granite stone slab of all colour and texture except black, Cherry/Ruby red |
| 99 | PLASTER & FINISHING |
| 100 | 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) |
| 101 | 15 mm cement plaster: 1:6 (1 cement: 6 fine sand) OUTER PLASTER |
| 102 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : 13.41.1 New work (two or more coats) over and including water thinnable priming coat with cement primer |
| 103 | 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. |
| 104 | Finishing walls with Acrylic Smooth exterior paint of required shade : 13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 Sq M over and including priming coat of exterior primer applied @ 2.20 kg/10 Sq M) |
| 105 | RAILING |
| 106 | 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 |
| 107 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 108 | BOUNDARY WALL WORKS |
| 109 | Earth Work In Excavation By Mechanical Means (Hydraulic Excavator)/Manual Means Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sq M On Plan) Including Getting Out And Disposal Of Excavated Earth Lead Upto 50 M And Lift Upto 1.5 M, As Directed By Engineer-In-Charge. - All Kinds Of Soil |
| 110 | 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) : 8 Graded Stone Aggregate 40 Mmnominal Size) |
| 111 | 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): 3 Graded Stone Aggregate 20 Mm Nominal Size) ] |
| 112 | Reinforced Cement Concrete Work In Walls (Any Thickness), Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Etc. Above Plinth Level Up To Floor Five Level, Excluding Cost Of Centering, Shuttering, Finishing And Reinforcement : 1:1.5:3 (1 Cement : 1.5 Coarse Sand(Zone-Iii) : 3 Graded Stone Aggregate 20 Mm Nominal Size) |
| 113 | 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 |
| 114 | Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For : 5.9.1 Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete |
| 115 | Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For : 5.9.6 Columns, Pillars, Piers, Abutments, Posts And Struts |
| 116 | Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For : 5.9.5 Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers |
| 117 | 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 : 6.4.1 Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) |
| 118 | 12 Mm Cement Plaster Of Mix : - 1:6 (1 Cement: 6 Fine Sand) - Outer Plaster |
| 119 | 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. |
| 120 | Applying Priming Coats With Primer Of Approved Brand And Manufacture, Havinglow Voc (Volatile Organic Compound ) Content. With Water Thinnable Cement Primer On Wall Surface Having Voc Content Less Than 50 Grams/Litre |
| 121 | Finishing Walls With Acrylic Smooth Exterior Paint Of Required Shade : 13.46.1 New Work (Two Or More Coat Applied @ 1.67 Ltr/10 Sq M Over And Including Priming Coat Of Exterior Primer Applied @ 2.20 Kg/10 Sq M) |
| 122 | Providing And Fixing Concertina Coil Fencing With Punched Tape Concertina Coil 600 Mm Dia 10 Metre Openable Length ( Total Length 90 M), Having 50 Nos Rounds Per 6 Metre Length, Upto 3 M Height Of Wall With Existing Angle Iron ‘Y’ Shaped Placed 2.4M Or 3.00 M Apart And With 9 Horizontal R.B.T. Reinforced Barbed Wire, Stud Tied With G.I. Staples And G.I. Clips To Retain Horizontal, Including Necessary Bolts Or G.I. Barbed Wire Tied To Angle Iron, All Complete As Per Direction Of Engineer-In-Charge, With Reinforced Barbed Tape(R.B.T.) / Spring Core (2.5Mm Thick) Wire Of High Tensile Strength Of 165 Kg/ Sq.Mm With Tape (0.52 Mm Thick) And Weight 43.478 Gm/ Metre (Cost Of M.S. Angle, C.C. Blocks Shall Be Paid Separately) |
| 123 | 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 10.25.2 In Gratings, Frames, Guard Bar, Ladder, Railings, Brackets, Gates And Similar Works |
| 124 | Providing And Fixing G.I. Chain Link Fabric Fencing Of Required Width In Mesh Size 50X50 Mm Including Strengthening With 2 Mm Dia Wire Or Nuts, Bolts And Washers As Required Complete As Per The Direction Of Engineer-Incharge.Made Of G.I. Wire Of Dia. 4 Mm, Pvc Coated To Achieve Outer Dia Not Less Than 5 Mm In Required Colour And Shade Made Of G.I. Wire Of Dia. 4 Mm, Pvc Coated To Achieve Outer Dia Not Less Than 5 Mm In Required Colour And Shade |
| 125 | ENTRANCE GATE WORKS |
| 126 | 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 |
| 127 | Painting Steel Work With Deluxe Multisurface Paint Given An Even Shade 2 Aur More Coat Applied @ .90 Ltr/10 Sqmt Over An Under Coat Of Primer Applied @ .80 Ltr/10 Sqmt Of Approved Brand And Manufacturer |
| 128 | Lettering With Black Japan Paint Of Approved Brand And Manufacturer |
| 129 | SITE DEVELOPMENT |
| 130 | Surface Dressing Of The Ground Including Removing Vegetation And InEqualities Not Exceeding 15 Cm Deep And Disposal Of Rubbish, Lead Up To 50 M And Lift Up To 1.5 M. 2.28.1 All Kinds Of Soil |
| 131 | Earthwork In Hill Road (Hill Side Cutting) 1-1-1 Excavation In Soil In Hilly Area By Mechanical Means 1-1-1-A Excavation In Soil In Hilly Area By Mechanical Means Without Useinng Dozer Including Cutting And Trimming Of Side Slopes And Disposing Of Excavated Earth With A Lift Upto 1.5 M And A Lead Upto 20 M As Per Technical Specification Clause 1603.1 |
| 132 | Excavation In Hilly Areas In Ordinary Rock By Mechanical Means Not Requiring Blasting (With Out Dozer) Excavation In Hilly Area In Ordinary Rock Not Requiring Blasting By Mechanical Means Without Using Dozer Including Cutting And Trimming Of Slopes And Disposal Of Cut Material With A Lift Upto 1.5 M And Lead Upto 20 M As Per Clause 1603.2. |
| 133 | Filling Available Excavated Earth (Excluding Rock) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Up To 50 M And Lift Upto 1.5 M. |
| 134 | Excavating,Supplying,Stacking & Filling Of Local Earth (Including Royality) By Mechanical Transport Up To A Lead Of 5 Km, 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. |
| 135 | PLUMBING AND SANITARY WORKS |
| 136 | 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. |
| 137 | 15 Mm Dia Nominal Bore |
| 138 | C.W.S (Per Floor 45To95M) |
| 139 | 20 Mm Dia Nominal Bore |
| 140 | C.W.S D/N Take |
| 141 | Providing And Fixing C.P. Brass Long Body Bib Cock Of Approved Quality Conforming To Is Standards And Weighing Not Less Than 690 Gms. 15 Mm Nominal Bore |
| 142 | 15 Mm Nominal Bore (All Floor) |
| 143 | Providing And Fixing C.P. Brass Angle Valve For Basin Mixer And Geyser Points Of Approved Quality Conforming To Is:8931 |
| 144 | 15Mm Nominal Bore |
| 145 | Providing And Fixing Ball Valve (Brass) Of Approved Quality, High Or Low Pressure, With Plastic Floats Complete : |
| 146 | 15 Mm Nominal Bore |
| 147 | 20 Mm Dia Nominal Bore |
| 148 | Providing And Fixing Gun Metal Gate Valve With C.I. Wheel Of Approved Quality (Screwed End) |
| 149 | 20 Mm Dia Nominal Bore |
| 150 | 25 Mm Dia Nominal Bore |
| 151 | Providing And Fixing Gun Metal Non- Return Valve Of Approved Quality (Screwed End) : |
| 152 | 65Mm Nominal Bore (Horizontal) |
| 153 | Providing And Placing On Terrace (At All Floor Levels) Polyethylene Water Storage Tank, Is : 12701 Marked, With Cover And Suitable Locking Arrangement And Making Necessary Holes For Inlet, Outlet And Overflow Pipes But Without Fittings And The Base Support For Tank. |
| 154 | Providing And Fixing White Vitreous China Pedestal Type Water Closet (European Type) With Seat And Lid, 10 Litre Low Level White Vitreous China Flushing Cistern & C.P. Flush Bend With Fittings & C.I. Brackets, 40 Mm Flush Bend, Overflow Arrangement With Specials Of Standard Make And Mosquito Proof Coupling Of Approved Municipal Design Complete, Including Painting Of Fittings And Brackets, Cutting And Making Good The Walls And Floors Wherever Required : 17.3.1 W.C. Pan With Isi Marked White Solid Plastic Seat And Lid |
| 155 | Providing And Fixing 8 Mm Dia C.P. / S.S. Jet With Flexible Tube Upto 1 Metre Long With S.S. Triangular Plate To Eureopean Type W.C. Of Quality And Make As Approved By Engineer - In - Charge. |
| 156 | Providing And Fixing White Vitreous China Flat Back Or Wall Corner Type Lipped Front Urinal Basin Of 430X260X350 Mm And 340X410X265 Mm Sizes Respectively With Automatic Flushing Cistern With Standard Flush Pipe And C.P. Brass Spreaders With Brass Unions And G.I Clamps Complete, Including Painting Of Fittings And Brackets, Cutting And Making Good The Walls And Floors Wherever Required : 17.4.1 One Urinal Basin With 5 Litre White P.V.C. Automatic Flushing Cistern |
| 157 | Providing And Fixing Wash Basin With C.I. Brackets, 15 Mm C.P. Brass Pillar Taps, 32 Mm C.P. Brass Waste Of Standard Pattern, Including Painting Of Fittings And Brackets, Cutting And Making Good The Wallswherever Require: 17.7.8 White Vitreous China Surgeon Type Wash Basin Of Size 660X460 Mm With A Pair Of 15 Mm C.P. Brass Pillar Taps With Elbow Including Operated Levers |
| 158 | Providing And Fixing Ptmt Waste Coupling For Wash Basin And Sink, Of Approved Quality And Colour. Waste Coupling 38 Mm Dia Of 83 Mm Length And 77Mm Breadth, Weighing Not Less Than 60 Gms (Sink+ W.B) |
| 159 | Providing And Fixing P.V.C. Waste Pipe For Sink Or Wash Basin Including P.V.C. Waste Fittings Complete. Flexible Pipe 32 Mm Dia (Sink+W.B) |
| 160 | Providing And Fixing Cp Brass 32Mm Size Bottle Trap Of Approved Quality & Make And As Per The Direction Of Engineer-In-Charge. |
| 161 | Providing And Fixing Ptmt Soap Dish Holder Having Length Of 138Mm, Breadth 102Mm, Height Of 75Mm With Concealed Fitting Arrangements, Weighing Not Less Than 106 Gms. |
| 162 | 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 Floors : Sand Cast Iron S&S As Per Is: 1729 |
| 163 | 100 Mm Inlet And 100 Mm Outlet |
| 164 | 100 Mm Inlet And 75 Mm Outlet |
| 165 | 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 |
| 166 | Providing And Fixing Collar : Sand Cast Iron S&S As Per Is - 1729 |
| 167 | 100 Mm |
| 168 | Providing And Fixing Ptmt Liquid Soap Container 109 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. |
| 169 | Providing And Fixing Ptmt Towel Ring Trapezoidal Shape 215Mm Long, 200Mm Nos. Wide With A Minimum Distances Of 37Mm From Wall Face With Concealed Fittings Arrangement Of Approved Quality And Colours Weighing Not Less Than 80 Gms |
| 170 | Making Soak Pit 2.5 M Diameter 3.0 Metre Deep With 45 X 45 Cm Dry Brick Honey Comb Shaft With Bricks And S.W. Drain Pipe 100 Mm Diameter, 1.8 M Long Complete As Per Standard Design |
| 171 | Providing And Fixing C.P. Brass Shower Rose With 15 Or 20 Mm Inlet : 100 Mm Diameter |
| 172 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with 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 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 : 4graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : |
| 173 | Inside size 120x90 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) : |
| 174 | Extra depth for manholes |
| 175 | Size 120x90 cm |
| 176 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 177 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality19.19.2.2 Circular shape 500 mm internal diameterdimensions |
| 178 | Ro Water Atm Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
May 08, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedMay 22, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 22, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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