Tender For Construction Work Of 06 Type-Iii Houses In Banda District
Tender Value
2.70 Crore
Estimated cost
Bid Submission
06 Oct 2026
4 days left
EMD
15.50 Lakhs
Bank guarantee accepted
Document Fee
2720
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Banda → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Work Of 06 Type-Iii Houses In Banda District
BOQ
| Sl. No. | Item Description |
| 1 | Cleaning Jungle including uprooting of rank vegetation grass, bush, wood trees and saplings of girth upto 30 cm measured at a height of 1 metre above ground level & removal of rubbish upto a distance of 100 metres outside the periphery of area cleared. As per SI 259. |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavatedearth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.2.6.1 All kinds of soil |
| 3 | Boring, providing and installing cast in situ single under reamed piles of specified diameter and lengthbelow pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excludingthe cost of steel reinforcement but including the cost of boring with bentonite solution and the length ofthe pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured uptoto the bottom of pile cap) :300 mm dia piles |
| 4 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing.Note: 2. Testing agency shall submitt the design of loading platform for the approval of Engineer-in-charge. Group of two or more piles upto 50 tonne Safe capacity 20.6.3.1 Initial test (Test Load 2.5 times the Safe capacity) |
| 5 | Routine test (Test Load 1.5 times the Safe capacity) |
| 6 | (a) Sand filling in plinth and under floor including supply of necessary quantity of sand from a distance not exceeding 8 Kms. from the site of work and including watering, dressing etc. labour and T&P etc. required for proper complition of the work. saplings of girth upto 30 cms. measured at a height of 1 M. above ground level and removal of rubbish upto a distance of 50 M. out side the periphery of area cleared. including cost of sand.. As per SI No 255+SI No 9 |
| 7 | 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. |
| 8 | Concrete with 2 cm gauge stone ballast and coarse sand of and cement in proportion and cement in proportion of 6:3:1 in foundation and under floors, including suply of all material, labour & T&P etc. required for proper completion of the work. As per SI No 279 |
| 9 | Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround 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 ( Part II 1981 ) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or chordancewill be used. The rate of application of chemical emulsion shallbe as follows : (1 Treatment for masonary & foundation 5 liters pe r/ 100 Sqm. (2) Back fill in immediate contact with foundation 7.5 liters / 100 Sqm. (3) Treatment of top surface of plinth filling 5 liters / 100 Sqm. (4)Treatment junction of wall and the floor 7.5 liters / 100 Sqm. (5)Treatment of soil along external perimeter of building 7.5liters / 10 Sqm. (6) Treatment of soil under apron along external perimter 5 liters / 100 Sqm. |
| 10 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work, using coradse aggregate and fine aggregate derived from natural sources, portland/pozzolona/ordinary portland/ portland slag cement, admixture in recommonede proportion as per IS:9103 to accelerate/ retard setting of concrete to improve durability and workability without imparing strenght 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 engineer-in-charge Concrete of M25 grade with minimum cement 350kg/cum 5.33.1.1 only footings |
| 11 | Same as above item but for M25 grade concrete with minimum cement of 330kg/cum Upto plinth |
| 12 | Same as above item but for M25 grade concrete with minimum cement of 350kg/cum5.33.2.1 For Super structure columns |
| 13 | Same as above item but for M25 grade concrete with minimum cement of 330kg/cum 5.33.2.1 For rest Super structure |
| 14 | 5.33.2.1 For lintel beams |
| 15 | Supplying, fitting and placing uncoated HYSD bar reinforcement in super structure complete as per drawing and technical specifications |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete |
| 17 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 18 | Suspended floors, roofs, landings, balconies and access platform |
| 19 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 20 | First class brick work in 1:6 cement and COARSE sand of mortar in foundation plinth including supply of all materials, labour and T&P etc. required for proper completion of work. 9\\" brick work |
| 21 | First class brick work in 1:4 cement and COARSE sand of mortar in super structure including supply of all materials, labour and T&P etc. required for proper completion of work. 9\\" thick wrick work |
| 22 | First class brick work in 1:4 cement and COARSE sand of mortar in super structure including supply of all materials, labour and T&P etc. required for proper completion of work. Half thick wrick work |
| 23 | Providing and laying vitrified floor tiles in different sizes (thickness to bespecified by the manufacturer) with water absorption less than 0.08% andconforming to IS: 15622, of approved make, in all colours and shades, laid on20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with greycement slurry @ 3.3 kg/ sqm including grouting the joints with white cementand matching pigments etc., complete.Size of Tile 600x600 mm |
| 24 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm ormore (thickness to be specified by the manufacturer), of 1st quality conformingto 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 : 4Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including pointingthe joints with white cement and matching pigments etc., complete. |
| 25 | Providing and laying Polished Granite stone flooring in required design andpatterns, in linear as well as curvilinear portions of the building all complete asper the architectural drawings with 18 mm thick stone slab over 20 mm (average)thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed withcement slurry and pointing with white cement slurry admixed with pigment ofmatching shade including rubbing , curing and polishing etc. all complete asspecified and as directed by the Engineer-in-Charge. Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye orequivalent. |
| 26 | 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 Engineerin-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cementmortar 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 ofmatching shade complete. |
| 27 | Providing and laying integral cement based water proofing treatment includingpreparation of surface as required for treatment of roofs, balconies, terracesetc consisting of following operations:With average thickness of 120 mm and minimum thickness at khurra as 65 mm. |
| 28 | PLASTER AND FINISHNG12 mm cement plaster (1 Cement:3Coarse Sand) in single coat on fair side of single or half brick wall for interrior plastering includign arises, interior rounded angles chamfers and of rounded angles not exceeding 80 mm in girth and finished even and smooth. As per SI 10 |
| 29 | 15 mm cement plaster (1 Cement:3Coarse Sand) in single coat on fair side of single or half brick wall for interrior plastering includign arises, interior rounded angles chamfers and of rounded angles not exceeding 80 mm in girth and finished even and smooth. As per SI 10 |
| 30 | 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 |
| 31 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. |
| 32 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC(Volatile Organic Compound ) content less than 50 grams/ litre of approvedbrand and manufacture, including applying additional coats wherever requiredto achieve even shade and colour. Two coats |
| 33 | Distempering with oil bound washable distemper of approved brand andmanufacture to give an even shade :New work (two or more coats) over and including water thinnable primingcoat with cement primer |
| 34 | 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 @ 2.20 kg/ 10 sqm). As per SI 13.47.1 |
| 35 | WOOD WORK/UPVC/ALUMINIUMProviding wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately). Sal wood |
| 36 | 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:35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 37 | Providing & Fixing decorative high pressure laminated sheet of plain I wood grain in gloss I 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. |
| 38 | Providing and fixing factory made UPVC white colour sliding glazed window Three track three panels sliding window with two glazed& one wire mesh panels with Aluminium channel for rollertrack, wool pile, nylon rollers with SS 304 body.above 1.50 m in height dimension comprising of uPVC multi-chamberedframe with in-built roller track and sash extruded profiles duly reinforcedwith 1.60 ± 0.2 mm thick galvanized mild steel section made from rollforming process of required length (shape & size according to uPVC profile),appropriate dimension of uPVC extruded glazing beads, uPVC extrudedinterlocks and uPVC extruded Inline sash adaptor (if required), EPDMgasket, wool pile, zinc alloy (white powder coated) handle on one side ofextreme panel along with zinc plated mild steel multi point locking havingtransmission gear with keeps, zinc alloy (white powder coated) touch lockwith hook (if required for wire mesh panel), stainless steel (SS 304 grade)body with adjustable double nylon rollers (weight bearing capacity to be120 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall andnecessary stainless steel screws etc. Profile of frame & sash shall be mitredcut and fusion welded at all corners, including drilling of holes for fixing (Three track Channels )hardware's and drainage of water etc. After fixing frame the gap between |
| 39 | Providing and fixing Stainless steel sliding bolt , SS 304 grade marked, transparent or dyed to required colour or shade, with necessary screws etc. complete :(250x16mm) |
| 40 | Providing and fixing Stainless steel tower bolt , SS 304 grade marked, transparent or dyed to required colour or shade, with necessary screws etc. complete :(250x10mm) |
| 41 | Providing and fixing Stainless steel door handle , SS 304 grade marked, transparent or dyed to required colour or shade, with necessary screws etc. complete :125mm long |
| 42 | 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-in-charge. ( for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) |
| 43 | Providing and fixing lSI marked aluminium butt hinges 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:. 75x45x3.2 mm |
| 44 | Providing and laying of Ferrow cement concrete in 1:2:4 cement approved coarse sand and 20 mm gauge approved stone ballast and mixing water proofing compound @ 1.0 kg/bag of cement in thickness of 5 cm average including making ridges and valley for proper drainage of roof water including embedding of expended metal zali of 6 gauge iron wire including cutting and fixing properly over slab and including 6 mm thick cement plaster in 1:2 cement and coarse sand finished with floating coat of neat cement also including supply of all mateñals, Pabour and T&P elc. required for proper completion of work and as per direction of Engineer-in-charge. (SI No New item 2 chapter 11) |
| 45 | SUB HEAD - I - (SANITARY FIXTURES & C.P. BRASS FITTING)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 W.C. pan with ISI marked white solid plastic seat and lid |
| 46 | Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer |
| 47 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : Kitchen sink with drain board 510x1040 mm bowl depth 200 mm |
| 48 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Semi rigid pipe 40 mm dia |
| 49 | Providing and fixing CP Brass 32mm/40mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. |
| 50 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge.(a) 15 mm nominal dia |
| 51 | Providing and fixing 600 x 450mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete in all respect. |
| 52 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms |
| 53 | Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms 15 mm nominal bore |
| 54 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS: 8931. 15 mm nominal bore |
| 55 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15 mm nominal bore |
| 56 | Providing & fixing storage type electric Hot water Geyser 15 Litre made out of heavy gauge steel jacket finished with rust proof baked-on glossy white enamel paint, inside glass lined heavy gauge copper tank, 25 mm thick polyurethane foam insulation, thermostatically controlled immersion heater with pilot neon lamp, replaceable magnesium anode bar, suitable for 8.0 bar maximum working pressure, cold water inlet and hot water outlet pipe, suitable length of electrical cable and 15 amp 3 pin plug top, complete in all respect including testing etc. (Horizontal/Vertical) MR |
| 57 | 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. |
| 58 | Providing and fixing PTMT soap Dish Holder having length of 138 mm, breadth 102 mm, height of 75 mm with concealed fitting arrangements. Weighing not less than 106 gms. |
| 59 | Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions. (a) 15mm nominal bore |
| 60 | RAIN WATER DRAINAGE WORKProviding 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 : 100 mm dia |
| 61 | Providing and fixing on wall face unplasticised-Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion. 110 mm dia |
| 62 | Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion. Coupler 110 mm |
| 63 | Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion. Single tee with door 110x110x110 mm |
| 64 | Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion. Single tee without door 110x110x110 mm |
| 65 | Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion. Bend 87.5 degree 110mm bend |
| 66 | Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion. Shoe (Plain) 110mm shoe |
| 67 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. |
| 68 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,punning,rounding the edges and making and finishing the outlet complete. |
| 69 | UPVC SWR SOIL, WASTE & VENT PIPES AND FITTINGSCutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof |
| 70 | Internal Toilet (Soil, Waste & Rain Water Pipe)Providing, fixing, jointing and testing, uPVC SWR pipes, - type B conforming to IS : 13592 to wall, ceiling and floor, approved quality, complete, for soil, waste & rain water drain including pushfit jointing with seal ring. (i) Single socketed pipes. 110 mm dia. (only for estimation) |
| 71 | Providing and fixing SWR PVC 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 : 110mm x 110mmX110mm (only for estimation) |
| 72 | Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC pipes including jointing with seal ring leaving 10 mm gap for thermal expansion. Bend without door (45°) 110mm (only for estimation) |
| 73 | Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC pipes including jointing with seal ring leaving 10 mm gap for thermal expansion. Y' Fitting without door 110mm (only for estimation) |
| 74 | Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC pipes including jointing with seal ring leaving 10 mm gap for thermal expansion. Single Tee without door 110mm (only for estimation) |
| 75 | Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC pipes including jointing with seal ring leaving 10 mm gap for thermal expansion. Coupler 110mm (only for estimation) |
| 76 | Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC pipes including jointing with seal ring leaving 10 mm gap for thermal expansion. Clean Out Plug 110mm (only for estimation) |
| 77 | Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC pipes including jointing with seal ring leaving 10 mm gap for thermal expansion. Vent Cowl 110mm (only for estimation) |
| 78 | Providing, fixing, jointing and testing, unplasticized PVC pipes -10 kg/cm2 confirming to IS : 4985 to wall, ceiling and floor, approved quality, complete,for waste water drain including jointing with rubbering/solvent/solution and airtight joints, etc. For Wash basin & Urinal 40mm dia. Pipe (only for estimation) |
| 79 | Providing, fixing, jointing and testing, unplasticized PVC pipes -10 kg/cm2 confirming to IS : 4985 to wall, ceiling and floor, approved quality, complete,for waste water drain including jointing with rubbering/solvent/solution and airtight joints, etc . Elbow (90°) 40mm (only for estimation) |
| 80 | Providing, fixing, jointing and testing, unplasticized PVC pipes -10 kg/cm2 confirming to IS : 4985 to wall, ceiling and floor, approved quality, complete,for waste water drain including jointing with rubbering/solvent/solution and airtight joints, etc . Elbow (45°) 40mm (only for estimation) |
| 81 | Providing, fixing, jointing and testing, unplasticized PVC pipes -10 kg/cm2 confirming to IS : 4985 to wall, ceiling and floor, approved quality, complete,for waste water drain including jointing with rubbering/solvent/solution and airtight joints, etc . T fitting 40mm (only for estimation) |
| 82 | Providing, fixing, jointing and testing, unplasticized PVC pipes -10 kg/cm2 confirming to IS : 4985 to wall, ceiling and floor, approved quality, complete,for waste water drain including jointing with rubbering/solvent/solution and airtight joints, etc . Coupler 40mm (only for estimation) |
| 83 | Supply and fixing of UPVC S.W.R. pipe Nahni Trap size 100x75,110/90 mm confirming to IS-14735 self cleaning design fixed in PCC 1:2:4 and supply and fixing of 125 mm dia heavy duty CP brass jali. |
| 84 | WATER SUPPLYProviding 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. 20 mm dia nominal bore |
| 85 | 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 / Terrace 20 mm dia nominal bore |
| 86 | 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 / Terrace 25 mm dia nominal bore |
| 87 | 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 / Terrace 32 mm dia nominal bore |
| 88 | 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 / Terrace 40 mm dia nominal bore |
| 89 | 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 / Terrace 50 mm dia nominal bore |
| 90 | 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.65 mm nominal dia Pipes |
| 91 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :20mm dia nominal bore |
| 92 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :25mm dia nominal bore |
| 93 | Providing and fixing gun metal gate valve with wheel of approved quality. 32mm dia nominal bore |
| 94 | Providing and fixing gun metal gate valve with wheel of approved quality. 40mm dia nominal bore |
| 95 | Providing and fixing gun metal gate valve with wheel of approved quality. 50mm dia nominal bore |
| 96 | Providing and fixing gun metal gate valve with wheel of approved quality. 65mm dia nominal bore |
| 97 | EXTERNAL SEWERAGE WORKExcavating 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 All kinds of soilPipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm |
| 98 | Providing, laying and jointing glazed stoneware pipes class SP-1with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 200 mm diameter |
| 99 | 250 mm diameter |
| 100 | 300 mm diameter |
| 101 | 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 : 200 mm diameter S.W. pipe |
| 102 | 250 mm diameter S.W. pipe |
| 103 | 300 mm diameter S.W. pipe |
| 104 | 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: 150x100 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 105 | 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 : 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) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 106 | Constructing brick masonry manhole 1.22 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand)with floating coat fo neat cement foundation concrete 1:3:6 (1 cement:3 course sand:6 graded stone aggregate 40 mm nominal size) and making necessary channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design 1.68m deep with SFRC cover and frame (heavy duty HD-20 grade designation) 560 mm internal diameter confirming to I.S.12592, total weight of cover and frame to be not less than 182 kg fixed in cement concrete 1:2:4 (1 cement:4 course sand:4 graded stone aggregate 20 mm nominal size)including centering,shuttering all complete.(Exavation, foot rests and 12 mm thick cement plaster at external surface shall be paid seprately):With common burnt clay (non modular)FPS bricks of class designation 75 |
| 107 | Extra for depth for circular type man hole 1.22 m dia(at bottom) beyond 1.68m to 2.29 mWith common burnt clay (non modular)FPS bricks of class designation 75 |
| 108 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. |
| 109 | Constructing brick masonry road gully chamber 50x45x60 cm with bricks 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 : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 110 | EXTERNAL WATER SUPPLY WORKExcavating 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 : Pipes, cables etc. exceeding 80 mm dia. But not exceeding 300 mm dia |
| 111 | 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. (For fed boring to UGT , External irrigation, guard room & ess room) External work32 mm dia nominal bore |
| 112 | 50 mm dia nominal bore |
| 113 | 65 mm dia nominal bore |
| 114 | Providing and fixing Gun metal gate valve with wheel of approved quality. 32mm dia nominal bore |
| 115 | 50mm dia nominal bore |
| 116 | 65mm dia nominal bore |
| 117 | Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5v |
| 118 | Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 119 | EXTERNAL STORM WATER DRAIN WORKSupplying factory-made RCC (wet cast) Precast U-shape drains of T-25 category for use in stormwater drainage, cable trenching, or utility ducts, manufactured by FUJI Silvertech / FIT, having dimensions of Width x Depth (in mm) and a length of 2000 mm, with a load-carrying capacity of 10 Tonne Axle Load and 5 Tonne Wheel Load, suitable for heavy vehicular movement of longitudinal drain. Each drain shall have tie-shaped grooves (10–20 mm width and 25 mm depth) on both ends for proper joint alignment and secure placement. The drains shall be manufactured using minimum M-50 grade concrete duly steam cured for durability, OPC 53 Grade cement with admixtures as per IS:456- 2000, and coarse and fine aggregates derived from natural sources out as per the direction of the Engineer-in-Charge 300 mm X 300 mm (into in dimension from top) |
| 120 | 450 mm X 450 mm (into in dimension from top) |
| 121 | 600 mm X 600 mm (into in dimension from top) |
| 122 | BOUNDARY WALL, C.C. ROAD, STORMWATER DRAIN, INTERLOCKING/PAVER BLOCKProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading III as per Technical Specification Clause 405. |
| 123 | Cement Concrete Pavement 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, admixture 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 |
| 124 | Providing and Laying of Rubble moulded Zig Zag InterlockingEarth work in excavation in trenches for foundation in ordnary soil including lift up to 1.5 m, lead upto 30 m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer-in-charges with in a distance of |
| 125 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading III as per Technical Specification Clause 405. |
| 126 | Sand filling in plinth including supply of necessary quantity of sand the site of work & including watering, dressing etc. Rate to include cost of all materials, labour and tools & plants etc. required for proper completion of the work. (S.I.No. 255) |
| 127 | Providing and Laying of Rubble moulded Zig Zag Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. |
| 128 | Providing and laying C.C. 1 : 2: 4 ( 1 cement : 2 coarse sand : 4 graded stone grit 20 mm) in slab by laid over drain including supply of all material, curing, labour and T & P etc required for proper completion of the work. |
| 129 | Construction of 600x600 mm U-Drain.Earth work in excavation in trenches for foundation in ordnary soil including lift up to 1.5 m, lead upto 30 m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer-in-charges with in a distance of |
| 130 | Providing and laying of sand including cost of material, labour, water charges and T&P etc. required for proper completion of work as per S.I. No. 255 |
| 131 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. (as per MoRT&H Specification No. 2100 S.l No. 12.4) |
| 132 | Providing and laying R.C.C. cment concrete floor with 1 : 2 : 4 ( 1 cement : 2 coarse sand : 4 graded stone grit 20 mm) by laid over base concrete including supply of all material, cuting, labour and T & P etc required for proper completion of the work. |
| 133 | M.S. or Iron in plane work such as in reinforced concrete to required shaps as necessary including bending for completion of work and inlcuidng supply of tor steel its westage bend hooks and authoriesd over labpping shall be ineasued up to floor two level |
| 134 | Providing and laying R.C.C. 1 : 2 : 4 ( 1 cement : 2 coarse sand : 4 graded stone grit 20 mm) by laid over drain including supply of all material, curing, labour and T & P etc required for proper completion of the work. |
| 135 | M.S. or Iron in plane work such as in reinforced concrete to required shaps as necessary including bending for completion of work and inlcuidng supply of tor steel its westage bend hooks and authoriesd over labpping shall be ineasued up to floor two level |
| 136 | construction of baundry wall of height 2m Excavation in foundation in ordinary soil ( Loam clay or sand) including lift up to 1.5 meter (5ft) and lead upto 30m (100ft) and including filling,watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as direction by the Engineer-in-charge upto a distance of 30m(100ft) from the foundation trenches. |
| 137 | Boaring of pile 20cm dia of single under reamed of dia 50cm bulb and 3.50 m depth in black cotton soil with hand oprated auger machine including all labour T&P complete |
| 138 | (a) Sand filling in plinth and under floor including supply of necessary quantity of sand from a distance not exceeding 8 Kms. from the site of work and including watering, dressing etc. labour and T&P etc. |
| 139 | Cement concrete with 4cm (1/2'') gauge approved stone ballast, approved coarse sand. cement in the proportion 8:4:1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. |
| 140 | First class brick work in 1:4 cement and COARSE sand of mortar in super structure including supply of all materials, labour and T&P etc. required for proper completion of work. Half thick wrick work |
| 141 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work, using coradse aggregate and fine aggregate derived from natural sources, ordinary portland cement, admixture in recommonede proportion as per IS:9103 to accelerate/ retard setting of concrete to improve durability and workability without imparing strenght 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 engineer-in-charge Concrete of M25 grade with minimum cement 330kg/cum |
| 142 | Coping 75mm thick |
| 143 | Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. (Make TATA/JINDAL/SAIL or Approved by Enc.) |
| 144 | 12mm thick plaster on brick work minimum thickness not less than 10mm with 1part of cement and 2 part of COARSE sand with water proofing compound |
| 145 | Finishing walls with Acrylic Smooth exterior paint of required shade : 13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) as per |
| 146 | Providing and fixing concertina coil fencing with punched tapeconcertina coil 600 mm dia 10 metre openable length ( total length90 m), having 50 nos rounds per 6 metre length, upto 3 m height ofwall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apartand with 9 horizontal R.B.T. reinforced barbed wire, stud tied withG.I. staples and G.I. clips to retain horizontal, including necessarybolts or G.I. barbed wire tied to angle iron, all complete as per directionof Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Springcore (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) |
| 147 | Y shaped angle 50x50x5 mm |
| 148 | Construction of ApronExcavation in foundation in ordinary Soil ( Loam clay or sand ) including lift upto 1.5m lead upto 30.0 m & including filling watering and ramming of excavated earth into the space between the building & sides of foundation trenches or into the plinth and removal & disposal surplus earth as directed by the engineer I/C within a lead of 30 m.from foundation trenches. |
| 149 | P.C.C. in 1 : 4 : 8 with cement, coarse sand & 40 mm gauge stone ballast |
| 150 | Brick work in foundation in 1 : 6 cement & coarse sand |
| 151 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 20 mm cement plaster |
| 152 | 40 mm thick Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) with 20 mm nominal size stone aggregate finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 153 | SOAK PIT Earth work in exacavation in trenches for foundations land for pipes cables etc. in ordinary soil (loan clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c with in a lead of 50m |
| 154 | Providing and laying Cement concrete 1:4:8 (1cement :4 Coarse sand :8 graded brick 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. |
| 155 | Class-150 brick work in 1:6 cement and Fine sand mortar in foundation and plinth including supply of all materials, labour tools and plants, etc. Required for proper completetion of the work. |
| 156 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work, using coradse aggregate and fine aggregate derived from natural sources, ordinary portland cement, admixture in recommonede proportion as per IS:9103 to accelerate/ retard setting of concrete to improve durability and workability without imparing strenght 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 engineer-in-charge Concrete of M25 grade with minimum cement 330kg/cum |
| 157 | Reinforcement for R.C.C. work @ 0.8% |
| 158 | Providing & Filling of O.B. brick ballast 25 mm to 40 mm size inside of upper layer in soak pit. |
| 159 | SEPTIC TANKEarth work in exacavation in trenches for foundations land for pipes cables etc. in ordinary soil (loan clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c with in a lead of 50m |
| 160 | Extra Additional Lead & lift |
| 161 | Providing and laying Cement concrete 1:4:8 (1cement :4 Coarse sand :8 graded brick 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. |
| 162 | RCC M 25 in Raft |
| 163 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work, using coradse aggregate and fine aggregate derived from natural sources, ordinary portland cement, admixture in recommonede proportion as per IS:9103 to accelerate/ retard setting of concrete to improve durability and workability without imparing strenght 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 engineer-in-charge Concrete of M25 grade with minimum cement 330kg/cum |
| 164 | M.S/ Iron in R.C.C. |
| 165 | Class-150 brick work in 1:6 cement and Fine sand mortar in foundation and plinth including supply of all materials, labour tools and plants, etc. required for proper completetion of the work. |
| 166 | C.C. floor 1:2:4 40 mm thick |
| 167 | 12mm Cement plaster in single coat of fair side of single of half brick wall for interior plastering upto floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm. In girth and finished even and smooth No. extra for mixing any additive. 1 cement : 6 fine sand |
| 168 | Foot Step (5 kg/sqm.) (DSR 19.15.1) |
| 169 | C.I. Pipe (100 mm dia) (DSR 17.35.1.2) |
| 170 | C.I.cowel. (DSR 17.56.1.2) |
| 171 | C.I. plain bend (DSR 17.39.1.2) |
| 172 | C.I. single equal plain junction (DSR 17.44.1.2) |
| 173 | Supplying and fixing C.I. cover without frame 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 30, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 06, 2026
17:00 IST
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Online submission via eProcurement portal.
Upcoming · 4 daysOct 06, 2026
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