Tender For Development Of Sector-100 (Community Center & External Development Of Community Center In Sec-100) Noida
Tender Value
4.16 Crore
Estimated cost
Bid Submission
08 Jul 2026
6 days left
EMD
8.34 Lakhs
Bank guarantee accepted
Document Fee
5310
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ghaziabad → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Development Of Sector-100 (Community Center & External Development Of Community Center In Sec-100) Noida
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exccding 30 cm in depth, 1.5m in width or 10 sqm on plan) including disposal of excavated lead upto 50 mtr. & lift upto 1.5Mtr. dispose earth to be leveled & dressed. : All kinds of soil. The Contractor has to detect Different utilities like sewer line, water Supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in-Charge |
| 2 | 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-111): 8 graded stone aggregate 40 mm nominal size |
| 3 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer in charge. (Note: Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). All works upto plinth level |
| 4 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mis, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS: 9103 to accelerate retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. (Note Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable recoverabie separately). All works above plinth level upto floor V levl |
| 5 | M-150 Brick work in 1:4 one cement four coarse sand of 2.20 FM Mortor in foundation and plinth including supply of all materials labour and T&P eyc Required for proper completion of work |
| 6 | Earth work in Embankment in Ordinary soil embankment to be in 20cm layers including ramming dressing the surface to required levels with half tonne steel or woolen rammer and rolling every thired and top most layers in roller 8 to 10 tonne capacity and including 1.50mir lift and all lead (earth shall be brought from a piacewhich including cartage of earth by mechanically transport and t& p Labour etc. required for proper completion Earth shall be arranged by the contractor at his own cost |
| 7 | Sand Filling in Plinth Including supply of necessary quantity of sand from a the site of work and including watering dressing etc labour and T & P etc. required for the proper compition of the work saplings of girth upto 30cms. Measured at a height of 1M above ground level and removal of rubbish upto a distance of 50M out side the periphery of area cleared |
| 8 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand(Zone III): 4 graded stone aggregate 12.5mm nominal size). |
| 9 | Provinding and applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosenc oil. |
| 10 | Brick work with no modular fly ash bricks confirming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in :Cement mortar 1:4 (1 cement: 4 coarse sand) |
| 11 | Provinding Fixing Granite flooring over 18 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1:4(1 cement: 4 coarse sand):25 mm thick |
| 12 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1: 4 (1 cement : 4 coarse sand) 25 mm thick. |
| 13 | 15m Cement Plaster on rough side of single or half brick wall of mix 1:4 (1 Cement:4 coarse sand) |
| 14 | 12mm Cement Plaster of mix 1:4 (1 Cement:4 coarse sand) |
| 15 | 6mm Cement Plaster of mix 1:3 (1 Cement:3 fine sand) |
| 16 | Neat Cement punning |
| 17 | Providing and fixingT-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. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cn of CC 1:3.6 (1 Cement : 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) |
| 18 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge. (Cost of aluminium snap beading shall be paid in basic item) With float glass panes of 5.5 mm thickness |
| 19 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubuler sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smouth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/ paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : For fixed portion Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 20 | Steel work welded in built up sections/ framed work, including cutting. hoisting, fixing in position and applying a priming cost of approved steel primer using structural steel etc. as required. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete |
| 21 | Providing and fixing SS hand rail of approved size etc. to steel ladder railing, balcony railing, staircase ralling and similar works. Complete |
| 22 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 100 in superstructure above plinth level up to flour V level. Cement mortar 1:4 (1 cement 4 coarse sand) |
| 23 | Steel reinforcement for R.C.C. work Including straightening, cutting bending, placing in position and binding all complets up to plinth level. Cold twisted bars |
| 24 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. |
| 25 | Centering and shuttering including strutting, propping etc. and removal of form work for: Columns, Pillars piers, abutments, pillars, posts and struts. |
| 26 | Centering and shuttering including strutting, propping etc, and removal of form for Suspended floors, roofs, landings, balconies and access platform. |
| 27 | Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 28 | Centering and shuttering including strutting, propping etc, and removal of form for Weather shade,Chajjas, corbels etc. including edges. |
| 29 | Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured) Suspended floors, roofs, landing, beams and balconies (Plan area to be measured |
| 30 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40mm dia. MS tube 1.5mm centre to centre horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tubes challies, M.S. clamps and MS 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 esential safety features for the workmen etc, complete as per directions and approval of Engineer-in-charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding, Note:- This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done. |
| 31 | Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37 mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the rate of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm or both sides of joint and two coats of primer suitable for board, all as per manufacture's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : Fully Perforated Gypsum Plaster Board of size 1200 x 2400x12.5 mm having approx. 15 % perforated area with perforation size and pattern as approved by the Engineer-in-charge and as per manufacturer's specification, with all 4 sides tapered and backed by acoustical tissue with NRC value not less than 0.60. |
| 32 | 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 P.V.C. sheet 1m x 1m x 400 micron, finished with 12mm cement plaster 1:3 (1 cement 3 coarse sand and a coat of neat cement, rounding the edges and making and finishing the outlet complete.(DSR-16/12.22) |
| 33 | Previding gola 75x75mm in cement concrete 1:2:4 (1 cement 2 сoarse sand 4 stone aggregate 10 mm and down gauge) including finishing with cement mortar 1:3(1 cement: 3 fine sand) as per standard design In 75x75mm deep chase (DSR-16/12.21.1) |
| 34 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS: 13392 Type A, including Jointing with seal ring conforming to IS: 5382, leaving 10 mm gap for thermal expansion, Single tEe with door 110x110x110mm (16/12.41.1) |
| 35 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes confarming to IS: 13592 Type including jointing with seal ring confirming to IS: 5382 leaving 10 mm gap for thermal expansion. Bend 87.5°75 mm bend (DSR-16/12.42.5.1) |
| 36 | Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part 1) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply vencering 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. (DSR-16/9.20.1) |
| 37 | 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: 300x16 mm (DSR-16/9.96.1) |
| 38 | Providing and fixing aluminium tower bolts ISI marked anodised ( anodised coating not less than grade AC 10 as per IS: 1868) Iransparent or dyed to required colour or shade with necessary screws etc comelte: 200x10 mm (DSR-169.97.3) |
| 39 | Providing and fixing chromium plated brass handles with necessary screws etc. complete: 125 mm (DSR-16/9.92.1) |
| 40 | 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 necessaгу screws etc. complete. Twin rubber stopper (DSR-16/9.101.2) |
| 41 | Providing and laying vitrifled floor tiles in different sizes thickness to be 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 (1 cement: 4 coarse sand) jointing with grey cement slurry @ 3.3kg/sqm including grosting the joints with white cement and matching pigments etc, complets Size of Tile 500x500 mm (DSR-16/11.41.1) |
| 42 | 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 (DSR-16/11.36) |
| 43 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roots balconies, terraces etc consisting of following operations: With average thickness of 120mm and minimum thickness at khurrs as 65mm |
| 44 | Provinding And Laying Mudphuska |
| 45 | Making plinth protection 50mm thick of cement concrete 1:3.6 (1 cement: 3 coarse sand (Zane-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 leveling and dressing and finishing the top smooth (DSR-18/4,17 |
| 46 | Providing wall putty on new surface with approved quality material of Berger/JK/Birla of similar make 2 coats |
| 47 | Finishing walls with Acrylic Smooth exterior paint of required shade : 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). |
| 48 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work. |
| 49 | Applying priming coat : With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hand and soft wood) (DSR-16/13:50:1) |
| 50 | Providing and fixing water closet squalting pan ( indian type W.C. pan)with 100 mm sand cast iron P or S trap, 10 litre low level white device ( handle lever) conforming to IS : 7231, with all fitting andfixtures complets, including cutting and making good the walls and floors wherever required White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests (DSR-16/17.1.1) |
| 51 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with sent and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS: 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: W.C. pan with ISI marked white solid plastic seat and lid (DSR-16/17.2.1) |
| 52 | Providing and fixing wash basin with C.1. 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 walls wherever require: White Vitreous China Surgeon type wash basin of size 660x460 mm with a pair of 15 mm C.P. brass pillar taps with elbow operated levers. (DSR-16/17.7.8) |
| 53 | Providing and fixing 600x450 mm 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. (DSR-16/17.31) |
| 54 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long.200 mm wide with a minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. (DSR-16/17.72) |
| 55 | Provding and fixing C.P. Brass shower rose with 15 or 20mm inlet:100mm diameter |
| 56 | Providing and Laying RCC hume pipe NP-3(S/stype) ISI mark , 450mm dia for sewer and RW Pipe |
| 57 | Providing and fixing M.S. holder-bar clamps of approved design to Sand Cast iron/cast iren (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cumant: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size), Including cost of cutting holes and making good the walls etc. : For 100 mm dia. Pipe (DSR-16/17.3.7.1) |
| 58 | Providing and fixing plain bend of required degree 100 mm dia sand cast iron S&S as per IS-3989 |
| 59 | Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter: 100m |
| 60 | 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 External work B1832: 15 mm nominal outer dia, Pipes (DSR- 16/18.9.1) |
| 61 | Providing and fixing G.I. Pipes complete with G.1 fittings including trenching and refilling etc External work 32mm dia nominal bore |
| 62 | Providing and fixing G.I. Pipes complete with G.I. fittings including trenching and refilling etc External work 20 mm dia nominal bore |
| 63 | Providing and fixing G.I. Pipes complete with G.I. fittings Including trenching and refilling en External work 15mm diaminial bore |
| 64 | Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.Internal work-Exposed on wall 20 mm dia nominal bore |
| 65 | Providing and fixiing trap of self cleansing design with screwed down or hinged gating with or without vent arm complete, including cost of cutting and making good the walls and floors: 100 mm inlet and 100 mm outlet Sand cast iron S&S as per IS:3989. (DSR-16/17.60.1.1) |
| 66 | Providing and fixing C.P. brass bib cock of apprved quality conforming to IS:8931:15mm nominal bore.(DSR-16/18.49.1) |
| 67 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make confirming to IS.8931. 15 m nominal bore |
| 68 | Providing and fixing unplasticised PVC connection pipe with brassunion:45 cm length 15mm nominal bore |
| 69 | Providing and placing on terrace ( at all floor levels) polyethylenc waterstorage tank ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fitting and the base support for tank. |
| 70 | Making chasing up to 7.5x7.5cm in walls including making good and finishing with matching surface after housing G.I. pipe etc. |
| 71 | Providing and fixing square - mouth S.W. gully trap class SP-I complete with C.l. grating brick masonty chamber with water tight C.I. cover with frame of 300x300 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 standarddesign : 100x100 mm size P type With common burnt clay F.P.S. ( non modular ) bricks of class designation/ O.D. |
| 72 | Constructing brick masonry circular type manhole 0.91 mm internal dia atbottom and 0.56 m dia at top in cement mortar 1:4 ( 1 Cement :4 coarse sand) in side cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand :6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mM internal diameter conforming to !.S. 12592, total weight of cover and frame te be not less than 182 kg, fixed in cement concrete 1:2.4 (1cement : 2 coarse sand : 4 graded stone aggregato 20mm nominal size ) Including centering, shuttering all complete (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) With common burnt clay F.P.S. (non modular) bricks of class designation |
| 73 | providing and fixing circular type manhole cover |
| 74 | Providing & fixing white vitreous china water less urinal ofsize 600 330 x 315 mm having antifmeterial/germs free ceramic surface, fixed with cartridge having debris catcher and hygiene seal |
| 75 | Providing & fixing PVC. walk watch bate inchialing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Semi rigid pipe 32 mm dia |
| 76 | Providing and fixing toilet paper hotder: CP, brass |
| 77 | Providing and sing gun metal gate valve with C.1 wheel of approved quality ( screwed end) :25 mm nominal bore |
| 78 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore |
| 79 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 a) 15 mm nominal bore : 15 mm nominal bore |
| 80 | Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L. hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers filled with white lead, including a coat of approved steel primer and two conts of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.63 mm thick with zinc coating not less than 275gm/m² |
| 81 | Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC: 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class 2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours). Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing, specification and direction of Engineer-in-chargeMandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm |
| 82 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction and of approved size and design/ shape laid in required colour and pattern over and including 50mm thick compacted bed of course sand, filling the joints with coarse sand etc. all complete as per the direction of Engineer-in-charge |
| 83 | Item Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast CC. kerb stone shall be approved by Engineerin-charge) |
| 84 | P/F of G.R.C Screens cased with power spray mix deisgn at site in approved size, pattern, thickness and shade. Border Thickness 40-50mm, Inner Member 25-30mm or Overall 35mm thick seamless module pattern without a border. Note: GRC Screens with have 50% void and 50% solid area Make: Unistone/ Sanderson Theme Construction/ Can Build Group |
| 85 | Providing and laying in position bitumen hot sealing compound for expansion joints etc. Using grade ‘A’ sealing compound. |
| 86 | Construction of granular sub base by providing close graded material, spreding in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jun 24, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 08, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysJul 09, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 days