Tender For Development Of Infrastructure At Industrial Estate Nandganj Dist. Ghazipur
Tender Value
1.59 Crore
Estimated cost
Bid Submission
21 Nov 2026
12 days left
EMD
1.59 Lakhs
Bank guarantee accepted
Document Fee
3765
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ghazipur → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Development Of Infrastructure At Industrial Estate Nandganj Dist. Ghazipur
BOQ
| Sl. No. | Item Description |
| 1 | Boundary wall Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.. |
| 2 | Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8km (5 miles) from the side 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. |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 4 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering,shuttering and finishing:1:1½:3 (1 cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 5 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 6 | Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in superstructure above plinth level up to floor V level inall shapes and sizes in : |
| 7 | CEMENT PLASTER (IN COARSE SAND)15 mm cement plaster on rough side of single or half brick wall of mix:1:6 (1 cement: 6 coarse sand) |
| 8 | 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 @ 0.90 litre/10 sqm) |
| 9 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shapedplaced 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire,stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) |
| 10 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.40x40x5 |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, piers, abutments, pillars, posts and struts |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 14 | ENTRANCE GATE 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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.All kinds of soil |
| 15 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 16 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) |
| 17 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) Raft |
| 18 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement |
| 19 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 20 | CEMENT PLASTER (IN COARSE SAND) 1:6 (1 cement: 6 coarse sand) (1)1 cement : 6 Coarse sand |
| 21 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 22 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 23 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 24 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 25 | RECTRO REFLECTIVE DWAR Supply & fixing of builtup over head structure of 15 mt. span comprising to two vertical 6.0 mt. hight from the top of pedestal comprising to two vertical members. |
| 26 | Steel work inbuilt up Tubular(round,square or ractangular hollow tubes etc) Heavy size such as Trusses,builtup gates record rack,etc brought to required from including drilling holes revitting or welding where neccesary including wastage etc all complete. |
| 27 | Providing and fixing of 25 mm dia & 600 mm long bolt with nuts and washer including minimum 80 mm threading on bolt etc all complete. |
| 28 | Add. Crane charges for hoisting in position with driver & staff for vertical post. |
| 29 | Add. Cost of two coat of steel primer & 2 coat of synthetic enamel paint. |
| 30 | Supply fixing & hoisting of retro reffective signage made of 2mm thick aluminium sheet face to be fully covered with appd. 3M or equilant high intensity grade encapsulted lense type of retro reffective pressure sensitive adhesive sheet/reat active sheeting in green colour the retro reflective sheeting shall be dully processedon aluminium sheet by heat lamp applicator or by H.S.R.A (Roller) boards are to be supplied along with fixing accessories complete as MORTH &HIRC-67 Specification. |
| 31 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.. |
| 32 | Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8km (5 miles) from the side 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. |
| 33 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 34 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering,shuttering and finishing:1:1½:3 (1 cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 35 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 36 | ADMIN & GUARD ROOM BUILDING Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil |
| 37 | Filling By carted earth in trenches, plinth, sides of foundation, campus etc. in layers not exceeding 20 cms in depth, consolidating each deposited layer by ramming and watering including lead upto 50 m & lift upto 1.50 m. |
| 38 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 39 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 40 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 41 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 42 | Foundations, footings, bases of columns, etc. for massconcrete |
| 43 | Suspended floors, roofs, landings, balconies and access platform |
| 44 | Lintels, beams, plinth beams, girders, bressumers andcantilevers |
| 45 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 46 | Brick Work with common burnt clay ( non modular)bricks of class - 150 in foundation and plinth in: Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 47 | Brick Work with common burnt clay ( non modular) bricks of class - 150 in superstructure above plinth level up to floor V level in all shapes and sizes in: Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 48 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class - 150 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4 coarse sand) |
| 49 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally withapiece of cloth lightly soaked in kerosene oil. |
| 50 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration |
| 51 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500Dor more. |
| 52 | 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 :. 250mm x 16mm . |
| 53 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 250mm x 10mm . |
| 54 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 150mm x 10mm . |
| 55 | Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 125 mm |
| 56 | Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 100 mm |
| 57 | Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, 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 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 58 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with 4.0 mm thick glass panes |
| 59 | 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 |
| 60 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets,gates and similar works |
| 61 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. With average thickness of 120 mm and minimum thickness at khurra as 65 mm. |
| 62 | 15 mm cement plaster on rough side of single or halfbrick wall of mix: 1:6 (1 cement: 6 coarse sand) |
| 63 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarsesand) |
| 64 | 15 mm cement plaster on rough side of single or halfbrick wall of mix: 1:4 (1 cement: 4 coarse sand) |
| 65 | 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. |
| 66 | Providing and laying vitrified floor tiles in different sizes (thickness to bespecified by the manufacturer) with water abDSRption 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 @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. With out base concreteGlazed Vitrified tiles Matt/Antiskid finish of 600X600mm size. |
| 67 | 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 ofthe slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand):25mm thick |
| 68 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre |
| 69 | 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 @ 0.90 litre/10 sqm) |
| 70 | Finishing walls with Putty approved brand and manufacture and of required shade on undacorated wall surface to give even shade over including curing and cost ofall material, labour, T&P etc. required for propercompletion of work. |
| 71 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture |
| 72 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10sqm of approved brand and manufacture |
| 73 | laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main \\"T\\" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, made of Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. |
| 74 | 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 1 m x1 m x 400 micron, finished with 12 mm 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. |
| 75 | 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 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter |
| 76 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm |
| 77 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accesDSRies for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.Coupler 110mm |
| 78 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accesDSRies for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.Coupler 110mm plane bend |
| 79 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accesDSRies for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.Coupler 110mm shose |
| 80 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing notless than 440 grams. |
| 81 | Construction of Apron Drain |
| 82 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. |
| 83 | W.C. pan with ISI marked white solid plastic seatand lid |
| 84 | White Vitreous China Flat back wash basin size550x 400 mm with single 15 mm C.P. brass pillartap |
| 85 | 510x1040 mm bowl depth 250 mm |
| 86 | Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. |
| 87 | i) 32 mm dia |
| 88 | ii) 40 mm dia |
| 89 | Circular shape 450 mm dia |
| 90 | Providing and fixing 600x120x5 mm glass shelfwith edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. |
| 91 | l00mmO.D. |
| 92 | 110mm |
| 93 | 110mmO.D. |
| 94 | 110mm |
| 95 | ll0mmShoe |
| 96 | 110mmsize |
| 97 | 110mmsize |
| 98 | 100 mm size |
| 99 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : |
| 100 | 25 mm nominal outer dia pipes |
| 101 | 20 mm nominal outer dia Pipes |
| 102 | 25 mm nominal outer dia Pipes |
| 103 | 32 mm nominal outer dia Pipes |
| 104 | 15 mm nominal outer dia pipes |
| 105 | 20 mm nominal outer dia pipes |
| 106 | 40 mm dia, nominal bore |
| 107 | 50 mm dia, nominal bore |
| 108 | 25mm dia, nominal bore |
| 109 | 15 mm nominal bore |
| 110 | 25 mm nominal outer dia pipes |
| 111 | 20 mm nominal bore |
| 112 | 15mm nominal bore |
| 113 | 20mm nominal bore |
| 114 | 25mm nominal bore |
| 115 | 32mm nominal bore |
| 116 | 15mm nominal bore |
| 117 | 15 mm nominal bore |
| 118 | Providing and placing on terrace (at all floorlevels) polyethylene water storage tank, IS : 12701marked, with cover and suitable locking p arrangement and makm. g necessaryh o.1esf or inIet,outlet and overflow pipes but without fittings andthe base support for tank. |
| 119 | Pipes, cables etc. exceeding 80 mm dia but notexceeding 300 mm dia. |
| 120 | 150mmO.D. |
| 121 | 160/150 nun diameter pipe |
| 122 | Providing and fixing square-mouth S.W. gully trapclass SP-1 complete with C.I. grating brick masonry chamber with water tight C.l. cover with frame of 300 x300 nun 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: 180x150 nun size P type With common burnt clayF.P.S. (non modular) bricks of class designation 7.5 |
| 123 | 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 clayF.P.S. (non modular) bricks of class designation 7.5 |
| 124 | (a) Size 900 x 800 mmWith common burnt clayF.P.S. (non modular) bricks of class designation 7.5 |
| 125 | Excavation 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 1/C within a lead of 30 m.from foundation trenches. |
| 126 | Providing and laying Cement concrete 1:4:8(lcement :4 coarse sand :8 graded stone ballast 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. |
| 127 | Providing and laying factory made chamferededge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light b·affic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50nun thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80mm thick cement concrete paver block of M-30 grade with approved colour,design & pattern. |
| 128 | Providing and laying at or near ground levelfactory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed v.�th cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thlckness of joints except at sharp curve shall not to more than 5nun), 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 C.C. kerb stone shall be approved by Engineer-in-charge). |
| 129 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 111 in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 111 and lift upto 1.5 111, as directed by Engineer-in- Charge: All kinds of soil |
| 130 | 1.50 M TO 3.0 M |
| 131 | Providing and laying i.n 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-Ill) derived from natural sources: 8 graded stone aggregate 40 nominal size derived from natural sources) |
| 132 | Reinforced cement concrete work in beams,suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, including the cost of centering, shuttering, finishing and reinforce1nent with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 133 | Centering and shuttering including strutting,propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform |
| 134 | Brick Work with common burnt clay ( nonmodular) bricks of class - 150 in foundation and plinth in: Cement mortar 1:6 ( 1 cement : 6 coarsesand) |
| 135 | Steel reinforcement for R.C.C. work includingstraightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 136 | Cement plaster (1:3) finished with a floating coat of neat cement. 20 Cement Plaster |
| 137 | Providing M.S. foot rest including fixing with20x20xl0 cm. cement concrete block 1:3:6 (1 cement: 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20111m sq bars. |
| 138 | Providing and fixing C.I. tee at the inlet and outlet of septic tank. |
| 139 | Providing & fixing 75 dia vent pipes. |
| 140 | Providing & fixing of 75 dia cast iron terminalguard. |
| 141 | Providing and fixing in position precast RCCmanhole cover and frame of required shape and approved quality. HD. -20- Circular shape 500mm internal diameter |
| 142 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and 5.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design. With F.P.S. bricks |
| 143 | REPAIRING OF OVERHEAD TANK Boring/ drilling bore well of requireddia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre below ground level.300mm dia |
| 144 | Boring/ drilling bore well of requireddia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level.300mm dia |
| 145 | Supplying, assembling, lowering andfixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of requireddia, conforming to IS: 12818, including required hire and labour charges, fittings & accesDSRies etc. all complete, for all depths, as per direction of Engineer -in-charge.150 mm nominal size dia |
| 146 | Supplying, assembling, lowering andfixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accesDSRies etc. all complete, for all depths, as per direction of Engineer-in-charge.150 mm Nominal Size dia |
| 147 | Gravel packing in tubewell consb·uctionin accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading& sizes as per actual requirement, allcomplete as per direction of Engineer-in-charge. |
| 148 | Development of tube well in accordancewith IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with requiredcapacity air compresDSR, running the romnrP<;D�R for rP<111irPrl fimp fill wPll |
| 149 | Providing and fixing suitable sizethreaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of:150 mm Dia |
| 150 | Providing and fixing M.S. clamp ofrequired dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.150mmclamp |
| 151 | Providing and fixing Bail plug/ Bottomplug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).150 mm Dia |
| 152 | Providing and fixing G.I. pipescomplete with G.I. fittings including b·enching and refilling etc. 50 mm nominal size dia |
| 153 | Electric logging of bore hole |
| 154 | Supply and Installation of 1.5 HPSubmersible pump set complete |
| 155 | Reoairin2 of Overhead Tank Epoxy Injection : Drilling and fixing NRV Nozzle in RCC membrane including drilling hole. Drilling 14mm dia T/2 mm deep holes in structure membrane at the interval ofT/2 mm CIC in stagerred manner as per method statement. Cleaning hole by air blower pride to fixing of nozzle after grouting of epoxy based products cut the nozzle by cut of wheel and repair the same with epoxy mortar and sealing of cracks/porous Concrete with epoxy grout Don Grout M compressive strength more than 100 MPa, Tensile Strength more than 100 MPa, flexible strength 100 MPa rate including material nozzle , drilling injecting machine , Labor etc, |
| 156 | Providing & laying epoxy based bonding agent for old to new concrete 100 % reactive, 2 component material ASTM-C-881, removing of loose material and unsound concrete and clean the surface with wire brush as per sit requirement mixing A:B or R:H (2:I) and apply by brush as per site condition one coat issufficient for bonding purpose. |
| 157 | I) Providing & lying waterproofing treatment on over head tank in inner side by applying cement slurry mixed with MML (Methyle Methacrylic Latex based waterproofing compound)a) Undulation/pit on the surface will be repaired by adding cement: sand (1:4) and adding I ltr Doncrete SBR in one bag of cement.b) after surface preparation, first layer of slurry cement @ 0.488 kg/sqm mixed with waterproofing cement compound @0.253 Kg/sqm.c) third layer of I .5mm thickness consisting of slurry of cement @1.289 Kg/sqm mixed with waterproofing cement compound @0.670 kg/sqm. and coarse sand @1.289 kg/sqm. |
| 158 | Surface preparation-the surface of strcutre to be treated for strengthening shall be roughened property either by raking joints or by hacking the cement concrete surface with a specially made hacking tool or other wise alternatively to make the surface rought and dust free by providing spatter key or wire brush. |
| 159 | Painting of outer surface of OHT withThree coats of High QualityWeather Proof Paint (Apex) as per direction of engineer incharge for proper completion of work. |
| 160 | Supply and Delivery and fixing of outside MS Ladder of 45cm clear wide made out of 50 mm x 50mm x 6mm MS angle for sides and steps in 16 mm MS plain rods fixed at 30cm CIC welded jointed etc ., providing with suitable side supports, clamps and locking arrangements provided with two coats of approved enamel paint over one coat of redoxide paint , for providing access to roof top of OHT of suitable inclined length , including bottom anchorage and transportation The rate includes concrete bed block in CC I:2:4 using 20mm HBGS at top and bottom of suitable size with necessry anchor bolts Inner side of Water Tank & Outer Side |
| 161 | Flooring & Apran - I 00 mm thick PCC of I :2:4 & I00 mm thick CC of I: I:2 with 6 mm thick glass strips not more than I sqm area upto 2 m from outer edge of the columns of OHT, drain of size 200 mm x 200 mm with 150 mm thick CC of 1:I:2 including necessary sluice valve chambers and pipe line required for properdrainage of rain water from the campus. |
| 162 | Construction of PCC drain I 50 x I 50 mm & PCC I :2:4 over PCC1:4:8 foundation including supply of all material, labour, T&P etc. required for proper completion of the work. |
| 163 | Supply of all materials, labour, T&P etc required for construction of brick masnory chambers for housing valves mentioned below. It includes excavation, JOOmm thick PCC, brick work in 1:6, 12 mm thick plaster in 1:4 and precast RCC (M20 grade) slab of thickness 200 mm as per the directions of Engineer-in- charge. Sluice valve chambers (Size I x I x 1.3) |
| 164 | Dismantling & Refu:ing of Vertical pipe, fixing of railing,water level indicator, lightening conductor & other miscellaneous works. Dismantling & refixing of inlet, outlet overflow and wasbout pipes of OHT after replacement of old rubber packaging including supply and fixing of SS clamp to support the verticalpipes with columns. |
| 165 | Supply and fixing of CJ D/F pipe for inlet, outlet, overflow and washout at different Overhead tanks where old vertical pipes are not available or damaged and necessary to be replace with newpipe. wash out CI D/F Pipe |
| 166 | Inlet Cl D/F Pipe |
| 167 | outlet CI D/F Pipe |
| 168 | overflow CI D/F Pipe |
| 169 | Providing & Fixing of SS grill with mosquito mesh around RCC ventilator at top dome of Overhead tank. |
| 170 | Supply & fixing of Railings of 20 mm dia G.I. Pipe (medium quality steel tubes as per IS 1239) in 3 rows of with MS angle iron posts (50x50x6 mm MS angle) of 1 m height around stair case balcony & at the top dome periphery, wherver required to close the gaps or replacement of damage railing. |
| 171 | Providing all labour T&P and material for reparing of Railing post of OHT including supply of all Scefolding and suttering etc 30.00 |
| 172 | Providing all labour T&P and material for reparing of Brace olfor proper completion of works |
| 173 | OHT including Dismantiling of damage parts of Brace Balconyand its reparing with 1:1.5:3 Cement Corse sand and stone grite 1.00etc all complet also including supply of all Scefolding and suttering etc for proper completion of works Providing and fixing in position copper lightening conductor including copper rod of 20 mm dia as per upper terminal 1.5 M long with a knob at end and with conical spike at top, copper tape conductor 20 x 3 mm size, copper earth plate of 3 mm thick and0.81 sqm. in area, clamps at I M centre to centre including,necessary excavation, laying and fixing the conductor, providing and fixing 40 mm G.I. pipe upto 3 M height from ground and 0.5 M below ground including making all connections, filling earthing pit with charcoal, salt, etc. & refilling & watering, etc. complete as per specifications laid down in relevant I.S. codes. |
| 174 | Providing and fixing water level indicator upto 5 M height including M.S. enamelled gauge plate 300 mm wide and 3 mm thick, copper float, providing and fixing required accessories such as pointer, pulleys, nylon thread including cost of all material,labour, etc. complete. |
| 175 | WATER SUPPLY SYSTEM Excavating trenches in all kinds of soil of required width for pipes. including excavation for sockets and dressing of sides, ramming of bottoms, including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m. up to 1.50 m depth Pipes 80 mm to 300 mm diameter |
| 176 | Providing and laying double flanged (Screwed/Welded) centrifugally (Spun) Ductile iron pipes of class K-9 conforming to IS 8329 100mm dia Ductile iron double flanged |
| 177 | Supply CI specials such as Bends, reducers, collars etc. including cartage, loading, unloading, taxes, excise etc. complete. (10 % of item No. 1) |
| 178 | Providing push-on-joints to centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket : 100 mm dia pipes |
| 179 | Providing and fixing C.I. Sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately): 100mm diameter |
| 180 | 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. 25mm dia nominal bore |
| 181 | 32mm dia nominal bore |
| 182 | 40mm dia nominal bore |
| 183 | 50mm dia nominal bore |
| 184 | Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc. 25mm dia nominal bore |
| 185 | 32mm dia nominal bore |
| 186 | 40mm dia nominal bore |
| 187 | 50mm dia nominal bore |
| 188 | Provding and fixing C.I. Double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc. if required will be paid separately. 50mm dia |
| 189 | 80mm dia |
| 190 | 100mm dia |
| 191 | Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete 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 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm 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 |
| 192 | Constructing brick masonry chamber 600 x 600 x 750 mm inside with F.P.S. brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for Sluice Valve / Air Valve, with C. I. surface box 100 mm top diameter, 160 mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 grade stone aggregate 20 mm nominal size); 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 |
| 193 | Drilling of Borehole for Tubewell construction by DC/RC/DTH Rig Machine including transportaion, erection, dismantling of Rig and assosiated T&P complete in all respect including required all material labour etc.Tube well construction DC/RC Drilling up to 100Mtr. 450 MMØ |
| 194 | 600 MMØ |
| 195 | DC/RC Drilling from 101 Mtr. To 200 Mtr.Deep 450 MMØ |
| 196 | Tubwell Assembly: MSERW plain pipe, As per IS 4270 and as per design requirement approved by Engineer Incharge. 150 MMØ |
| 197 | 300 MMØ |
| 198 | MSERW Pipe slotted pipe as per IS 8110 150 MMØ |
| 199 | MS Ring 150 mm MS Ring made by 150x12mm flat plate |
| 200 | 300 mm MS Ring made by 150x12mm flat plate |
| 201 | MS bail plug as per IS 2800 150 mm MS bail plug |
| 202 | Reducer 300x150 mm size |
| 203 | MS Clamp as per IS 2800 300mm dia MS Clamp |
| 204 | Tubewell Support Girder |
| 205 | 300 mm dia |
| 206 | MS Well cap as per IS 2800 |
| 207 | 300 mm dia ms well cap |
| 208 | Centre guide 150mm dia centre guide |
| 209 | Lowering of above assembly with welding of parts complete in all respect with all required material, T&P, labour, etc. Lowering up to 100 Mtr. Deep 150 MMØ MSERW Plane/Slotted Pipe |
| 210 | 300 MMØ MSERW Plane/Slotted Pipe |
| 211 | Lowering from 101 Mtr. To 200 Mtr. Deep 150 MMØ MSERW Plane/Slotted Pipe |
| 212 | Supplying and unconsolidated packing of gravel with suitable size |
| 213 | Logging of bore by electric logging machine |
| 214 | Development of Tube well Charges for Development by 250 PSI Compressor including Tranportation, Installation Dismantling. |
| 215 | Charges for Development by 1 cusec O.P. Unit including Tranportation, Installation Dismantling. |
| 216 | SITC of Pumping plant including pumps with motors starter, pannel, cable, main piping and valves with 8 no. coloumn pipe, NRV of pump, pressure gauge, power wiring, earthing, painting, wiring of pump house (internal & external) complete in all respect with all required material T&P labour etc. 17.5 HP (100 mm dia size main piping & valves) |
| 217 | SITC of Chain Pulley Blocks 1 Tonne |
| 218 | SITC of Oil cool survo voltage stabalizer (150-460 V range with protection device) including oil, earthing, power wiring etc. 25 KVA |
| 219 | SITC of Column pipe of MS pipe for connecting submersible pumps 100 mm Dia size ‐ MS pipe 3 mtr. long each |
| 220 | Supply, Installation of chlorinating system with dosing pump 0‐6 LPH capacity with 100 Litres(1w+1s) tanks,valves ,pipes with required acessories (Automatic Dosing System for chemical injection) |
| 221 | Electromagnetic Flow meter 100 mm dia |
| 222 | Pressure Transmitter |
| 223 | Shifting of power connection / laying of cable . |
| 224 | Less 5% Department Working Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 21, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysNov 23, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 14 daysTender Documents
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