Tender For Establishment Of Play Field At Lahanthoor Shopian
Tender Value
1.45 Crore
Estimated cost
Bid Submission
18 Aug 2026
19 days left
EMD
2.91 Lakhs
Bank guarantee accepted
Document Fee
3000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Srinagar → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Establishment Of Play Field At Lahanthoor Shopian
BOQ
| Sl. No. | Item Description |
| 1 | Extension of play fieldEarthwork in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All Kinds of Soil |
| 2 | Earthwork in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.ordinary rock |
| 3 | Disposal of excavated earth by mechanical means beyond 50 metres and up to 1.00 kilometre lead. (Carriage by MT) incl dressing etc |
| 4 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto1.5 m in -All kinds of soil. |
| 5 | Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth and rerolling the subgrade. |
| 6 | Synthetic Volleyball CourtPreparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters. with earth or quarry spoils etc. and rerolling the subgrade. |
| 7 | Supply and laying of GSB (Granular Sub base course) incl spreading, levelling and consolidation (power road roller 8-10 tonne capacity) to required gradient camber including all carriage complete job. |
| 8 | Supply and stacking of graded stone aggregate, moorun and stone screening at site incl. laying of water bound macadam with specified stone aggregate, stone screening and binding material incl. screening sorting spreading to template and consolidation with power road roller 8-10 tonne capacity will all carriages complete base course (G2) with (63-45) mm size incl. stone screening 13.2 mm size. |
| 9 | Providing and laying wet mix macadam on prepared sub grade/sub base with crushed quarry stone aggregate of specified grading as per IRC/MOST specification including mixing crushed material with predetermined quantity of water in accordance with specification to form dense mass which is spread and rolled with vibratory roller 80/100KN capacity speed of which should not exceed 5KM/Hour for each layer, rolling should continue till 98% density is achieved to approved grade and X-section the mixing is to be prepared in approved mech, mixing plant of suitable capacity including laying of cold emulsion with pressure sprayer at the rate 0.75 kgs/sqm complete, including cost of all materials, all leads lifts octroi charge taxes etc. |
| 10 | P/F of artificial UV resistanat polyethylene synthetic grass with rigid monofilment yarn, 40mm pile height and 1250g/sqm pile weight with total carpet weight not less than 2500g/sqm and infiill in the ratio of 2:1 with sand(size of sand 0.2mm-1.0mm) 15mm (minimum)height and Rubber 8mm(minimum)height infill weight not less than 2.25kg/sft .The stitch rate per meter should be minimum of 285 All line marking shall be white, unless in the drawings. line marking shall be sitched 'tufted' material (painted lines are not acceptable) the carpet should be laid as per the manufacturers manual incl. All applicable taxes, Lavies, Octoria, transportation loading/unloading complete. |
| 11 | Supply of Volleyball post set of standard quality and make made of heavy duty 75mm round steel pipe with telescopic system for height adjustment, provided with wheels for smooth shifting and levelers to adjust height on uneven surfaces, complete including all applicable taxes, royalties, lavies etc incl. loading/unloading assembling erecting and adjusting at site and all leads and lifts complete. |
| 12 | Path arount Volleyball CourtEarthwork in excavation by mechanical means in trenches for foundation including disposal of excavated earth lead 50 m , disposed earth to be leveled and neatly dressed in All kinds of Soil |
| 13 | Supplying/filling boulders/Soling/RBM tightly hand packed under foundation & under floors incld. all leads, lifts and all carriages upto site of work complete. |
| 14 | Providing and laying in position specified grade of cement concrete excluding the cost of centering, shuttering, finishing all work upto plinth level in 1:4:8 (1 cement : 4coarse sand : 8graded stone aggregate 20mm nominal size)incl all carriages by M.T for an avg. lead of 20kms complete.. |
| 15 | Providing and laying in position specified grade of cement concrete excluding the cost of centering, shuttering, finishing all work upto plinth level in 1:2:4 (1 cement : 2coarse sand : 4graded stone aggregate 20mm nominal size)incl all carriages for an avg lead of 20kms by M.T complete.. |
| 16 | Chequerred Precast Cement Concrete Tiles 22mm thick in footpath and courtyard, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing, cleaning and curing complete, on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand) Ordinary cement without any pigment. |
| 17 | Centering & shuttering including strutting, propping etc. and removal of formwork etc Foundations, footings, bases for columns |
| 18 | Chain link fencin /Toe wall Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,wells, cesspits and the like not exceeding 10 sqm on plan,including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : |
| 19 | P/L of stone soling hand packed,incl ramming with heavy rammer incl. all carriage upto site of work |
| 20 | P/L in position cement concrete in foundation and plinth excluding the cost of centring and shuttering all work upto plinth level (1;4;8) stone aggregate 40 mm nominal size crushed aggregate (Including carriage ) |
| 21 | P/L in position cement concrete of specified grade excluding the cost of shuttering and centering , finishing all work upto plinth level 1:3:6grade (stone aggregate 20mm nominal size aggregate) |
| 22 | Centring and shuttering incl strutting propping etc and removal of form work for foundation footing bases of columns |
| 23 | P/F of PVC 100mm dia Weep holes in protection works laid at regular intervals for the entire width of wall as per the direction of engineer. |
| 24 | 12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand) |
| 25 | P/L 50MM Thick concrete of 1:2: 4 flooring incl finishing with neat coat of cement slurry excl all carriages charges |
| 26 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete |
| 27 | P/F of 50 mm x50mm chain link fencing made of GI wire of 3mm dia incl straintning with 2mm nuts & bolts washers as required complete |
| 28 | Painting on steel work /Chainlink with synthetic enamel paint of approved band and manufacture of required colour to give an even shade on New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution.(both sides incl vertical angles and horizontal runners complete) |
| 29 | Providing and laying RCC spun pipes of approved diameter and class NP2, including all necessary earthwork in excavation, preparation and laying of cushion bedding over and around pipes, jointing, testing, backfilling, and carriage of all materials to site, complete in all respects as per specifications and directions of the Engineer-in-Charge. (450mm int. dia) |
| 30 | Carriage of materials by M.T from source to site of worka)a) Sand for an average lead of 25 kms |
| 31 | b) aggragte |
| 32 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge:1:3:6 or richer mix |
| 33 | Net Practice Pitch Earthwork in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All Kinds of Soil |
| 34 | P/L of stone soling hand packed,incl ramming with heavy rammer incl. all carriage upto site of work |
| 35 | P/L in position cement concrete in foundation and plinth excluding the cost of centring and shuttering all work upto plinth level (1;4;8) stone aggregate 40 mm nominal size crushed aggregate (Including carriage ) |
| 36 | P/L in position Reinfored cement concrete of specified grade excluding the cost of shuttering and centring finishing and reinforcement all work upto plinth level 1:1.5:3 Mix |
| 37 | Steel reinforcement for RCC work incl straightening ,cutting, hoisting ,placing, in position all complete (TMT Bars incl. Carriage |
| 38 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting , hoisting , fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. CHS 60.3 OD (3.0mm) |
| 39 | Centering and shuttering incl shuttering propping etc and removal of form work for foundation footing bases of columns |
| 40 | P/F of synthetic polythene twin thickness knotted net 3 mm guage and 50x50 mm mesh |
| 41 | Carriage of materials by M.T from source to site of worka) Sand, stone aggregate for an average lead of 15 kms |
| 42 | Cricket Competition PitchEarth work in Bulk Excavation by Mechanical Means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil |
| 43 | Consolidation of Pitch base to required gradient and x-section using PRR of 8-10t to achieve the required density |
| 44 | S/L of Stone Soiling in Trevches hand packed of size not more than 100mm incl consolidation with PRR 8 ton Capacity |
| 45 | S/L of coarse sand incl. sieving of sand properly to remove any foreign substance and laying in layers not exceeding 50mm in depth and surface to be flooded with water incl. carriage of sand from near source |
| 46 | S/L of sandy loom (mixture of fine sand and fine clay) in ratio 1:10 to be laid in layers not exceeding 50mm in depth and consolidation with 1/2 tonne roller or plate vibrator |
| 47 | S/L of top layer of earth having highest clay content available to be laid in layers not exceeding 50mm in depth and consolidation with 1/2 tonne roller or plate vibrator |
| 48 | P/fixing 15x15 feet cricket canvas sight screen and is movable foldable with stable MS section frame with channel base with 4 SPecial turf tyres allowing easy movement with color black on one side of sight screen and white color on other side |
| 49 | GateEarth work in bulk excavation by manual means over areas (exceeding 30 cm indepth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earthlead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.2.6.1 All kinds of soil : |
| 50 | P/L dry stone soling hand packed incl ramming with heavy rammers all carriage upto site of work |
| 51 | Providing and laying in position cement concrete in foundation and plinth excluding the cost of centring and shuttering all work upto plinth level .(1:4:8 ) stone aggregate 40mm nominal size aggregate |
| 52 | Providing and laying in position specified grade of cement concrete excluding the cost of centering, shuttering, finishing all work upto plinth level in 1:2:4 (1 cement : 2coarse sand : 4graded stone aggregate 20mm nominal size) |
| 53 | Centering shuttering, strutting and propping etc and removal of form work in incl. all leads lifts, carriages and scaffolding etc complete job.(foundation footing, bases of columns etc). |
| 54 | Reinforcement for RCC work incl. straightening, cutting placing in position and binding all complete. Fe 500 Grade ( conforming to IS : 1786-1985) upto floor 5 level. Icl. All consequential and incidental costs like all leads, lifts, carriages and scaffolding etc complete job. |
| 55 | Structural steel work welded in built up sections and tubular steel using squares, rectangular tubes pipes etc work incl. cutting, hoisting, fixing in postion and applying steel priming coat of approved steel primer etc. |
| 56 | Painting on steel work with synthetic enamel paint of approved brand and manufacture in all shades to given an even shade (two or more coats) complete job. Incl priming coat. |
| 57 | Manufacturing supplying and fixing Retro Reflective overhead signage boards made up of 2mm thick aluminum sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type-III of ASTM-D-4956-01 as approved by Engineer-in-charge; letters, borders etc. as per IRC : 67-2001 in silver white with blue colour background and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class -II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminum alloys, rivets or bolts and nuts @ 300mm c/c all along the periphery as well as in two vertical rows along with theft resistant measures including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminum sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawing, specification and direction of Engineer-in-charge (Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment). |
| 58 | SEATING TIEREarthwork in excavation by manual means in trenches for foundation drains pipes etc not exceeding 1.5mtr in width and not exceeding 10 sqm on plan depth upto 1.5mtr including backfilling of soil & disposal of excavated soil to be leveled and neatly dressed within 25mts lead. |
| 59 | P/L stone soling hand packed incl ramming with heavy rammers all carriage upto site of work |
| 60 | Providing and laying in position cement concrete in foundation and plinth excluding the cost of centring and shuttering all work upto plinth level .(1:4:8 ) stone aggregate 40mm nominal size aggregate |
| 61 | Providing and laying in position specified grade of cement concrete excluding the cost of centering, shuttering, finishing all work upto plinth level in 1:2:4 (1 cement : 2coarse sand : 4graded stone aggregate 20mm nominal size) |
| 62 | Centering & shuttering including strutting, propping etc. and removal of formwork etc Foundations, footings, bases for columns |
| 63 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete upto plinth level Thermo-Mechanically Treated bars |
| 64 | Steel work welded in built up sections trusses and framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steelprimer using structural steel etc. as required |
| 65 | Painting on steel work with synthetic enamel paint of approved brand and manufactureto give an even shade. |
| 66 | Carriage of materials by M.T from source to site of worka) Sand, stone aggregate for an average lead of 15 kms |
| 67 | Change room Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,wells, cesspits and the like not exceeding 10 sqm on plan,including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : |
| 68 | P/L of stone soling hand packed,incl ramming with heavy rammer incl. all carriage upto site of work |
| 69 | P/L in position cement concrete in foundation and plinth excluding the cost of centring and shuttering all work upto plinth level (1;4;8) stone aggregate 40 mm nominal size crushed aggregate (Including carriage ) |
| 70 | Providing and laying in position specified grade of cement concrete excluding the cost of centering, shuttering, finishing all work upto plinth level in 1:2:4 (1 cement : 2coarse sand : 4graded stone aggregate 20mm nominal size) |
| 71 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°,landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiralstair cases upto five level including curing but excluding the cost of centring, shuttering,finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 72 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 73 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 74 | Centering and shuttering including strutting, propping etc. and removal of form work for: foundation, footing, bases for columns |
| 75 | B) Suspended floors roofs, landing balconies and access platform |
| 76 | C) ) Lintel beams plinth beams girders bressumers and cantilevers |
| 77 | D) Columns pillars piers, abutments, posts and struts |
| 78 | p/l 50MM thick concrete of 1:2:4 flooring incl. finishing with neat coat of cement slurry excl all carriages charges. |
| 79 | Structural steel work in built up sections, trusses and framed work,including cutting, hoisting, fixing in position and applying a priming coat ofapproved steel primer all complete |
| 80 | P/f of Coloured H.I rib profiled sheets 1000 to 1020mm cover width 28-35mm high rests at 250 to 255mm TCT (total coated thickness) high tensile SMP Galvalume steel. The sheets shall have wide panes with 3 No. stifling ribs, effective water shedding and special male/female ends with fuil return legs on side lapps for purlins support and anti capillary flute inside lapp. The sheets shall have a hot dip metallic coated of zinc and aluminum (150 gms/sm) zinc/aluminum coating mass total on both side AZ-150 as IS-1397,550 PMA, yeild stress. Providing silicon modified polyester coating of approved colour of total thickness of 35 micron comprising 20 micron exterior coat of SMP over 5 micron polyester back coat over 5 micron primer coats on both surfaces incld. side and end lap and using 8mm galvalume hex self drilling fastener on each crest of sheet for connection with purlins and seam bolts at 300mm centers on all side and end lapps etc. (measured for unit of laid area) 0.5mm inel ridges and valley of same colour complete job |
| 81 | S/F of 16 mm dia 300mm to 450 mm long anchor down bolts with nuts complete job. |
| 82 | Providing and fixing factory made uPVC white colour casement/casement cumfixed glazed windows comprising of uPVC multi-chambered frame, sash andmullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2mm thick galvanized mild steel section made from roll forming process ofrequired length (shape & size according to uPVC profile), uPVC extrudedglazing beads of appropriate dimension, EPDM gasket, stainless steel (SS 304grade) friction hinges, zinc alloy (white powder coated) casement handles, G.Ifasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers,plastic caps and necessary stainless steel screws etc. Profile of frame & sashshall be mitred cut and fusion welded at all corners, mullion (if required) shallbe also fusion welded including drilling of holes for fixing hardware's anddrainage of water etc. After fixing frame the gap between frame and adjacentfinished wall shall be filled with weather proof silicon sealant over backer rodof required size and of approved quality, all complete as per approved drawing& direction of Engineer-in-Charge. (Single / double glass panes and siliconsealant shall be paid separately)Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerancein dimension i.e. in depth & width of profile shall be acceptable. Variation inprofile dimension in higher side shall be accepted but no extra payment onthis account shall be made.Casement window double panels with S.S. friction hinges (300x 19x 1.9 mm) made of (small series) frame 47 x 50 mm, sash 47 x 68 mm &mullion 47 x 68 mm all having wall thickness of 1.9 ± 0.2 mm and singleglazing bead of appropriate dimension. (Area of window above 0.75sqmupto1.50 sqm). |
| 83 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 infoundation and plinth including curing in : Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 84 | Extra for brick work with common burnt clay /cement cocrete bricks in superstructureabove plinth level upto floor five level |
| 85 | Providing and laying Ceramic glazed floor tiles 300x300 mm (thicknessto be specified by the manufacturers) of 1st quality conforming to IS:15622 of approved make, laid on 20 mm thick bed of cement mortar 1: 4( 1 cement : 4 coarse sand) including pointing the joints with whitecement and matching pigment etc., complete.11.50.1 In colour such as White, Ivory, Grey, Fume Red Brown |
| 86 | Providing and fixing 1st quality ceramic glazed floor tiles conformingtoIS : 15622 (thickness to be specified by the manufacturer ) of approvedmake in all colours, shades except burgundy, bottle green, black of anysize as approved by Engineer-in-Charge in skirting, risers of steps anddados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarsesand) and jointing with grey cement slurry @ 3.3kg per sqm includingpointing in white cement mixed with pigment of matching shadecomplete. |
| 87 | Providing and laying vitrified floor tiles in different sizes (thickness tobe specified by the manufacturer) with water absorption less than 0.08%and conforming to IS:15622 of approved make, in all colours and shades,laid on 20mm thick cement mortar 1:4 (1cement :4 coarse sand)including grouting the joints with white cement and matching pigmentsetc. complete Size of tile 600x600 mm |
| 88 | 12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand) |
| 89 | Providing/fixing of Wall clading tile of superior quality weather proof over the surface incl plastering over 25 mm the base cement mortar incl filling of joints with mathching shade on plinth complete job. |
| 90 | S/F OF 25 MM electric conduit PVC along with accessories in surface/racess incl cutting the walls and making good the same |
| 91 | Providing and fixing in position collapsible steel shutters with verticalchannels 20x10x2mm and braced with flat iron diagonals 20x5 mm size,with top and bottom rail of T-iron 40x40x6mm, with 40mm dia, steelpulleys, complete with bolts, nuts, locking arrangement, stoppers, handles,including applying a priming coat of approved steel primer, |
| 92 | Providing and applying white cement based putty of specified thickness,of approved brand and manufacturer, over the plastered wall surface toprepare the surface even and smooth complete. |
| 93 | Wall painting with acrylic emulsion paint, having VOC (Volatile OrganicCompound) content less than 50 grams/ liter, of approved brand andmanufacture, including applying additional coats wherever required, toachieve even shade and colour.Two coats |
| 94 | Supply and fixing of PVC Pipes of prince quality or equalivant Type-B incl all fixtures elbows, tees, bends etc complete job.A) 100 mm |
| 95 | b) 75mm |
| 96 | Providing and fixing 3 layer PP-R (Poly propylene Random copolymer)pipes conforming to IS: 15801, UV stabilized and anti-microbial fusionwelded, having thermal stability for hot and cold water supply includingall PP-R plain and brass threaded Polypropylene random fittings. Thisincludes testing of joints complete as per direction of Engineer-incharge.Internal work Concealed fixing the pipe with clamps at1.00 meter spacing including cutting chases and making good thewall etc. |
| 97 | A) External work including trenching, refilling etc. |
| 98 | Dry random rubble masonry with hard stone in foundation and plinth without bond stone |
| 99 | Providing and placing on terrace (at all floor levels) polyethylene waterstorage tank ISI : 12701 marked, with cover and suitable lockingarrangement and making necessary holes for inlet, outlet and overflowpipes but without fittings and the base support for tank |
| 100 | construction of brick chamber and bend with common burnt clay (non modular) bricks of classdesignation 7.5 in cement mortar 1:4 ( 1 cement : 4 coarse sand) C.I.cover with frame (light duty) 455x610 mm internal dimensions, totalweight of cover with frame to be not less than 38 kg (weight of cover 23kg and weight of frame 15 kg ) R.C.C. top slab with 1:1 ½ : 3 mix ( 1cement : 1 ½ coarse sand : 3 graded stone aggregate 20 mm nominalsize),foundation concrete 1:5:10 (1 cement: 5 fine sand: 10 graded stoneaggregate 40mm nominal size), inside plastering 12 mm thick withcement mortar 1:3 ( 1 cement : 3 coarse sand) finished smooth with afloating coat of neat cement on walls and bed concrete etc. complete asper standard design : Inside dimensions 455x610 mm and 45 cm deep for singlepipe line- |
| 101 | Providing and fixing water closet squatting pan (Indian type W.C. pan)with 100 mm sand cast Iron P or S trap, 10 liter low level white P.V.C.flushing cistern, including flush pipe (of approved make) with manuallycontrolled device (handle lever) conforming to IS: 7231, with all fittingsand fixtures complete, including cutting and making good the walls andfloors wherever required White vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests. |
| 102 | providing and fixing brass bib cock of approved quality a) 15mm nominal bore |
| 103 | b) 20mm nominal bore |
| 104 | Providing and fixing 15 mm nominal bore C.P. brass angle valve forbasin mixer and geyser points of approved make conforming |
| 105 | providing and fixing wash basin with CI brackets, 15mm dia CP Brass angle hole basin mixer of approved quality and make, including painting fittings and brackets, cutting and making good the walls wherever required (a) white vitreous china wash basin size 550x400 mm with a 15mm CP brass single hole basin mixer |
| 106 | Providing and fixing white viteous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. |
| 107 | Providing and fixing 15mm normal bore CP brass angle value for Basin mixer and gyser |
| 108 | Providing and fixing 600x450 mm beveled edge mirror of superior glass(of approved quality) complete with 6 mm thick hard board ground fixedto wooden cleats with C.P. brass screws and washers complete |
| 109 | Providing and fixing PTMT towel rail complete with brackets fixed towooden cleats with CP brass screws with concealed fitting arrangementof approved quality and colour:450 mm long towel rail with total length of 495 mm, 78 mmwide and effective height of 88 mm, weighing not less than 170 gms. |
| 110 | Providing and fixing ptmt extension nipple for water tank pipe fittings of approved quality and colour normal bore weighing not less 62 gram |
| 111 | Providing and Fixing C.P. Brass extension nipple (size 15mmx50mm)of approved make and quality as per direction of Engineer-incharge |
| 112 | Providing and fixing on wall face un-plasticized - PVC mouldedfittings/accessories for un plasticized Rigid PVC rain water pipesconforming to IS : 13592 Type A including jointing with seal ringconforming to IS : 5382 leaving 10 mm gap for thermal expansion.Single tee with door 110x110x110 mm |
| 113 | B) bend 87.5 degree 75mm bend |
| 114 | C) Bend 87.5 degree 100mm bend |
| 115 | P/F in position Polyethylene Septic tank type-B (Comfort or equivalent) having capacity for 20 users 47\\"x51\\"x119\\" inches in Size, including excavation of put as per the size, providing and laying of 150mm thick bed concrete in 1:4:8 mix (1 cement:4 cource sand:4 graded stone agg. 20mm nominal siz) filling the septic tank with fresh water, connecting the inlet and outlet with the septic tank and filling dry cource of sand and bajre around the septic tank complete job including carriage of all materials involved. |
| 116 | Carriage of material by mechanical transporta) bajri(stoneaggregate ) for an average lead of 15 Km |
| 117 | b) Sand (fine aggregate) for an average lead of 20 km |
| 118 | c) Carriage of Bricks for av. Lead of 95 km Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 29, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 18, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 19 daysAug 19, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 20 daysTender Documents
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