Tender For Proposed Construction Of Peb Store At Nagar Nigam, Prayagraj
Tender Value
1.44 Crore
Estimated cost
Bid Submission
03 Sep 2026
11 days left
EMD
2.90 Lakhs
Bank guarantee accepted
Document Fee
16200
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Prayagraj → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Proposed Construction Of Peb Store At Nagar Nigam, Prayagraj
BOQ
| Sl. No. | Item Description |
| 1 | SUB-STRUCTURE |
| 2 | Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. |
| 3 | Filling of earth in plinth in 20cm layer including leveling, dressing and watering and also including of supply of earth including carted loading & unloading as per direction of Engineer incharge.. |
| 4 | Sand filling in plinth under floors including watering, ramming, consolidating and dressing complete including lead up to 50m and lift upto 1.5m and including cost of sand. |
| 5 | Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. |
| 6 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. |
| 7 | Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 8 | All works upto plinth level |
| 9 | Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 10 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. |
| 11 | Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 12 | Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 13 | Add for using extra cement in the items of design mix over and above the specified cement content therein. DSR-5.35 |
| 14 | 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. DSR-5.22.6 |
| 15 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:1:6 (1 cement : 6 sand) |
| 16 | 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 |
| 17 | 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) |
| 18 | Providing & 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 kerosene oil. |
| 19 | SUPER STRUCTURE |
| 20 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in super structure above plinth level up to floor v level in all shapes and size in:1:6 (1 cement : 6 sand) |
| 21 | 12 mm cement plaster of mix : 1: 6 (1 cement : 6 coarse sand) |
| 22 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand) |
| 23 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement : 6 coarse sand) |
| 24 | Forming groove of uniform size from 12x12 mm and upto 25x15 mm in the top layer of washed stone grit plastered surface as per approved pattern, including providing and fixing aluminum channels of appropriate size and thickness (not less than 2 mm), nailed to the under layer with rust proof screws and nails and finishing the groove complete as per specifications and direction of the Engineer-in-Charge. |
| 25 | Homogeneous Vinyl floor (armstrong) impurity wih daimond 10 coating thickness 2mm and 2 mtr wide. Thickness of wear layer would be 2mm and single layered operation complete as per direction of E/Incharge |
| 26 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by 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. |
| 27 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. |
| 28 | Finishing walls with Acrylic smooth exterior paint of required shade: - New work (Two or more coat applied @ 1.43 Ltr./10 Sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/10 Sqm. |
| 29 | 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 contentless than 50 gram/litre |
| 30 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 31 | Providing and fixing factory made uPVC white colour casement/casement cum fixed glazed windows comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. |
| 32 | Casement door with 3D hinges made of (big series) frame 67 x 64 mm & sash 67 x 110 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension.(Area of door upto 2.00 sqm). |
| 33 | Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll formingprocess of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and ofapproved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. |
| 34 | Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm). |
| 35 | 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 |
| 36 | a) 35 mm Thick Single leaf |
| 37 | M.S. or Iron work of small sizes and sections such as holding down bolts, hold fast tie rods, gratings etc. wrought to required from including supply of steel bolts, nuts wastage etc and fixing required for proper completion of the work. |
| 38 | Providing & fabricated of hold fast for chaukhats of doors and windows. |
| 39 | Angle iron door chaukhats 40*40*5 |
| 40 | Providing & fixing Stainless steel 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. (a) 250mm x 16mm . |
| 41 | Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete.(a) 250 x 10mm |
| 42 | (a) 250 mm x 10mm |
| 43 | Providing and fixing stainless steel handles with screws etc. complete (a) 125 mm |
| 44 | 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/10 sqm of approved brand and manufacture |
| 45 | Factory finished Peb structure compring of built up columns, but up tress frame, manufactured out of 345 Mps H tensile steel of approved make SW/ESSAR/ISPAT LTD. All structural members shall be designed as per 15. Only Flange to web Continuous welding will be done by submerged arc process and rest Joints will be done by MIG Welding Process and shall be in accordance with AWS D 1.1 and D 1.3 as applicable. All welders shall be qualified and certified for type of welds performed. All welders shall be qualified and certified for type of welds performed. Member shall be fabricated in full available length as per approved GA and no's of joints shall be kept mininium and given factory applied alkyd base DTM mono coat paint system- minimum 90-110 micron of approved make (Akzonobal, Aslan paint, Berger). |
| 46 | All structural member shall be designed as par 15: Fer both up is 800 2007 Limit state design and wind Moed as per S $75 Part 3, 2015 and for selsmle 15 1893 (Part-1):2016. All Cold form of required) purn required) shall be manufactured out of 345 Mpa Galvanised steel in minimum thickness shall be 1.6- 2.0 mm and in depth of 200/230/250 mm as per approved GA drawings. All Cold form members (Side) girt/Roof partin) shall be made of hi-tensile steel (2 2756am zinc coated/345Mpa) confirming to ASTM 8653 |
| 47 | All hot rolled secondary members like bracing angles, connection plates etc. shall conform to IS: 2062 with minimum yield strength of 250 Mpa. All bracing members shall be hot rolled rod or angle bracing as per final approved design and drawings. The other component such as clips, connection plates, portal bracing anchor bolt etc shall be offered In MS steel grade 245mpa as per approved GA drawings. All site connection shall be bolted connections. All structural connection will be electroplated with 8-10 microns coating on high strength bolts conforming to 15: 1367 |
| 48 | 8.8. Minimum bolt size shall be 12 mm diameter or as specified In approved drawing. All hot rolled secondary members ke bracing angles, connection plates etc shall conform to 15: 2062 with minimum yield strength of 250 Mpa. All bracing members shall be hot rolled angles. |
| 49 | Anchor Bolt (Black steel) shall conform to ASTM F1554 Grade 36 with minimum yield strength of 245 MPa. Nuts and lock nuts shall conform to IS: 1363 (part 1 to 31/ ASTM A563/ ASTM A563M and Only Plate washer will be used as per IS:2062 or ASTM A572. All anchor bolts shall have lock nuts. Anchor bolts shall be designed considering concrete strength. The portion of anchor bolts projecting above concrete (Inclusive of the part within grout) shall be mechanically cleaned and painted as per spec after erection. Anchor bolts shall not be less than 15- 20mm of diameter. Total number of anchor bolts shall not be less than four in any base plate. Rod or Pipe bracing is considered on Roof as per approved GA. For roof and wall cladding Self-drilling screws shall confirm to AS-3566 standard. |
| 50 | Supply & fixing of Hi Rrib profiled sheeting 1000-1030 cover width, 28/30mm crests @250-255mm c/e manufactured out of 0.55mm TCT hi-tensile Mult doured galvalume steel (AZ-150gsm Aluminium zinc allo y metallic coating of total both sides 550 Mps yield stress as pler AS-1397). The sheet shall have wide pans with 3 small stiffening ribs for effective water shedding and special male/female ends with full return legs on side laps for purlin support. The male end of the sheet shall have anti capillary flute at side lap to prevent leakages. The shheet shall be passivated and clear resin coated. The sheet shall be fixed by means of galvanised self drillingg self taping fasteners (12.14x55 with EPDM seals) The sheet shall be suplied in lengths maximum upto 6.12 Mtrs long to suit side dimensions |
| 51 | Thermal Insulation of roofing with Expanded polystyrene fixed with suitable adhesive to the false ceiling as per the directions of the Engineer-in-charge: With Type N - Normal 50 mm thick |
| 52 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete. Ridges plain (500 - 600mm) : |
| 53 | providing & fixing GE plastic 600mm dia turbo vents of approved make and laying in position as per drawing or as per directed by engineer in charge. |
| 54 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete. Ridges plain (500 - 600mm) : Gutter (600 mm over all girth) |
| 55 | 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. a) 110mm diameter |
| 56 | Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main \\"T\\" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross \\"T\\" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main \\"T\\" at 600 mm center to center to form a grid of 1200x600 mm andsecondary cross \\"T\\" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and 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. |
| 57 | 12.5 mm thick square edge PVC Laminated GypsumTile 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. |
| 58 | Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (40 mm thick floor). |
| 59 | Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 40 mm wide and 4 mm thick |
| 60 | Construction of apron drain |
| 61 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 62 | Foundations, footings, bases of columns, etc. for mass concrete |
| 63 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 64 | Lintels, beams, plinth beams, girders, buttresses and cantilevers. |
| 65 | Suspended floors, roofs, landings, balconies and access platform. |
| 66 | SANITARY INSTALLATIONS & FITTINGS |
| 67 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat 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 : |
| 68 | W.C. pan with ISI marked black solid plastic seat and lid |
| 69 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. |
| 70 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: |
| 71 | a)White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps |
| 72 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. |
| 73 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. |
| 74 | Semi rigid pipe |
| 75 | 32 mm dia |
| 76 | Providing and fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 77 | Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete, including painting of fittings and brackets, cutting and making good the wall wherever required : |
| 78 | Size 600x450x200 mm |
| 79 | Providing and fixing PTMT Bottle Trap for Wash basin and sink |
| 80 | Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms |
| 81 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. |
| 82 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. |
| 83 | 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. |
| 84 | C.P. BRASS FITTINGS |
| 85 | Providing and fixing unplasticised PVC connection pipe with brass unions |
| 86 | 45 cm length |
| 87 | 15 mm nominal bore |
| 88 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : |
| 89 | 15 mm nominal bore |
| 90 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 |
| 91 | 15 mm nominal bore |
| 92 | INTERNAL SOIL /WASTE PIPE LINE |
| 93 | Providing and fixing unplasticised-PVC pipe clips of approved design to unplasticised-PVC pipes by means of 50x50x50 mm hard wood plugs, screwed with MS 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. |
| 94 | 110mm (Rainwater+soil+waste) |
| 95 | 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. |
| 96 | 110 mm diameter |
| 97 | INTERNAL WATER SUPPLY WORKS |
| 98 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testiang of joints complete as per direction of Engineer in Charge. |
| 99 | Concealed work including cutting chases and making good the walls etc. |
| 100 | 15mm dia nominal outer dia pipes |
| 101 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testiang of joints complete as per direction of Engineer in Charge. |
| 102 | Internal work-Exposed on wall |
| 103 | 25mm dia nominal bore |
| 104 | Providing and fixing gun metal gate valve with wheel of approved quality. |
| 105 | 25mm dia nominal bore |
| 106 | Providing and placing on terrace (at all floor levels)polyethylene water storage tank ISI : 12701 marked indicating the BIS License No. with cover and suitable locking arrangement and making necessary holes for inlet, outlet and over flow pipes but without fitting and base support for tank.[Sintex, Electroplast, Star, Lotus or equivalent having valid ISI license]. |
| 107 | Capcity in Per Liters |
| 108 | Providing and fixing ball valve (brass) of approved quality, High or lowpressure, with plastic floats complete |
| 109 | 25 mm nominal bore |
| 110 | Earth work in excavation over areas including disposal of excavated earth, lead upto 50m, disposed earth to be levelled and neatly dressed. |
| 111 | Providing and laying of cement concrete in base excluding the cost of centring and shuttering by 1:2:4 (1 cement : 2 coarse sand : 4 gradded stone aggregae 20 mm nominal size) |
| 112 | Reinforced cement concrete work in slab with 1:1.5:3 (1 cement :1.5 course sand : 3 graded stone aggregate 20mm normal size). |
| 113 | Brick work with brick of class designation 150 in foundation and plinth in cement mortar (1 cement : 4 coarse sand) |
| 114 | Reinforcement for R.C.C. work including, straightening, cutting bending binding and placing in position complete. |
| 115 | Centring and shuttering including struting , proping etc and removal of form for slab. |
| 116 | 15mm cement plaster on rough side of mix 1:4 (1 cement : 4 course sand) |
| 117 | 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4( 1 cement: 2 coarse sand: 4 gradeed stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2( 1 cement hardener mix: 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 118 | Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars. |
| 119 | Providing and fixing C.I. tee at the inlet and outlet of septic tank. |
| 120 | Providing & fixing 75mm dia vent pipes. |
| 121 | Providing & fixing of 75mm dia cast iron terminal guard. |
| 122 | Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. |
| 123 | M.D. -10- Circular shape 500mm internal diameter |
| 124 | L.D. -2.5- Circular shape 450mm internal diameter |
| 125 | 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 S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design. |
| 126 | W I R I N G |
| 127 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required. |
| 128 | Group C |
| 129 | Wiring for twin control light point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required. |
| 130 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required |
| 131 | 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire |
| 132 | 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire |
| 133 | 2 X 4 sq. mm + 1 X 4 sq. mm earth wire |
| 134 | 2 X 6 sq. mm + 1 X 6 sq. mm earth wire |
| 135 | 4 X 10 sq. mm + 2 X 6 sq. mm earth wire |
| 136 | 4 X 16 sq. mm + 2 X 16 sq. mm earth wire |
| 137 | Supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. |
| 138 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, connection etc. as required. (For light plugs to be used in non residential buildings). |
| 139 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required. |
| 140 | Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FR PVC insulated, copper conductor, single core cable etc. as required. |
| 141 | Numbering of ceiling fan/ exhaust fan/ fluorescent fittings as required. |
| 142 | Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. |
| 143 | Upto 450 mm sweep |
| 144 | MCCB, MCB & DB'S |
| 145 | Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 volts, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 amps tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCB's (but without MCB's and incomer ) as required . (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.) |
| 146 | 4 way (4 + 12), Double door |
| 147 | Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 148 | Single pole |
| 149 | Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current upto 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 150 | 63 amps |
| 151 | Providing and fixing H.T. danger notice plate of 250 mm X 200 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. |
| 152 | E A R T H I N G |
| 153 | Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. (but without charcoal/ coke and salt ) as required. |
| 154 | Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/ termination with GI thimble etc. as required. |
| 155 | Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) |
| 156 | Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit,safety rope, copper winding, Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min, 350 RPM (toleranceas per IS : 374-2019), THD less than 10%, remote or electronic regulator unit forspeed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. |
| 157 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. |
| 158 | L.T. SWITCH PANEL BOARDS |
| 159 | Supply & Erracetion of factory fabricated & wired metal clad dust and vermin proof floor mounting, M.S. Channel Base with bottom and top cable entreis Electrical control panel with TPN MCCB's (Four Pole 36 KA with thermal magnatic release)Switches Complete and instrument chamber etc.complete in all respects. The instrument chamber shall be separate and shall comprise of flush type digital metering system for phase to phase voltage and single phase voltage, current and other parameters(KVA,P.F,KW etc)in each phase withtouch type selector switches for different readings,instrument fuses, current transformer etc. The panel board shall have suitable capacity electrolytic alumininum busbars as per IS8623 or above istulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/BMC support with deteachable side covers and shall be suitable for extension on the sides. The MCCB's shall be complete with suitable cable end boxes, compression glands and indicating lamp on incoming etc. The Job includes the grounting of the board as per directions of Engineer-in charge. All out goings of 100 Amp and above shall have an Ammeter. The panel board shall be fabricated with CRCA sheet with a minimum thickness of 1.6mm/2mm. Cubicle type switch board shall be of cat A & B Only. |
| 160 | Main L.T. Panel |
| 161 | Incoming : |
| 162 | 400 Amp. MCCB-1 No |
| 163 | Outgoing : |
| 164 | 200 Amp. MCCB-1 Nos,100 Amp MCCB- 2 No, & 63 Amp MCCB-1 No |
| 165 | Cat. B. Pannel Cubicle Type |
| 166 | Supply and fixing of danger board fabricated from 10 gauge M.S. sheet as per I.E.rules. |
| 167 | Supply and laying of 1800mm x 900mm x 12mm thick chequered rubber matting of tested quality. |
| 168 | Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cablerun shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. |
| 169 | 35 sq. mm 3-1/2 core |
| 170 | 50 sqmm 3.5 core |
| 171 | Supply & fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respects. The armouring of the cable shall be properly connected with the earth as per dire |
| 172 | 35 sq. mm 3-1/2 core |
| 173 | 50 sq. mm 3-1/2 core |
| 174 | Supplying and fixing of Palm / pin type copper tin plated cables sockets (lugs) to the cable leads, insuslating with tape and making of connections etc. complete in all respects as per direction of Engineer-Incharge. |
| 175 | 35 sqmm |
| 176 | 50 sqmm |
| 177 | Supply & fixing of Recess mounting round 15 to 18 watt LED Down Lighter having powder coated die cast aluminium housing with heat sink diffuser /reflector and driver set complete in all respect . |
| 178 | Cat. AAA |
| 179 | Supply and fixing of 55 Watt indoor Recess mounting LED Square Fitting for Armstrong Ceiling having Powder coated die cast aluminium housing with body with extended heat sink, diffuser of Polycarbonate meterial and driver set complete in all respect.. |
| 180 | Cat. AAA |
| 181 | Supply & fixing of LED Tube Light with batten suitable for up to 2x22 watt Led tube light fitting including tube Suraface complete in all respect. |
| 182 | 2x22 Watt. Cat. AAA |
| 183 | Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminium housing built with dirver set suitable for 140 to 150 Watt. Confirming to IP 66 protection complete in allrespect. |
| 184 | CAT-AAA |
| 185 | Orient electric Exhaust Fan 600 mm Orient electricR (ORIENT 600MM/900 RPM HEAVY EXHAUST FAN CLASS\\" E\\") |
| 186 | Supply and erection of AC 230/250 Volts, 50 Hz exhaust fans including providing nuts, bolts, mounting frame and other accessories including connections etc. complete as required |
| 187 | Bajaj Freshee Exhaust Fan |
| 188 | FIRE FIGHTING SYSTEM |
| 189 | Supply & fixing of ISI marked portable fire extinguishers, complete with internal charge and wall bracket along with supply of all materials and labour for proper completion of work. |
| 190 | ISI Marked IS : 2878 & TAC Approved |
| 191 | CO2 type. 4.5 Lt.capacity |
| 192 | ISI Marked IS : 15683 & TAC Approved |
| 193 | ABC type. 6.00 kg. Capacity |
| 194 | S/F of Fire Bucket, round bottom made of G. I. sheet 9-11 Ltr. capacity duly painted as per fire brigade design, supported on hanging bracket chained and locked, initially filled with fine river sand, water as per directions of Engineer-in-Charge. |
| 195 | PART A |
| 196 | RECHARGE WELL |
| 197 | Earth work in excavation by mechanical means (Hydraulic excavatior)/manual means over areas(exceeding 30cm in depth. 1.5m in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. |
| 198 | Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors. |
| 199 | M-150 brick work in 1:4 (one cement and six coarse sand sand of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. |
| 200 | R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit in the proportion of 1:1.5:3 in Slab and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-20. |
| 201 | P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. |
| 202 | 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 4 Coarse sand |
| 203 | Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design: |
| 204 | With 20x20mm square bar |
| 205 | Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. |
| 206 | H.D. -20- Circular shape 560mm internal diameter |
| 207 | Boring/drilling bore well of required dia 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-incharge, upto 90 metre depth below ground level. Drilling of 300mm dia bore hole. |
| 208 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. |
| 209 | 150 mm nominal size dia |
| 210 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 211 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 212 | Supplying, filling, spreading & leveling coarase sand of size range 1.5 mm to 2mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 213 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/medium/coarse, in required grading & size as per actual requirement, all complete as per direction of Engineer-in-charge. |
| 214 | PART B |
| 215 | DRAINAGE NETWORK |
| 216 | Constructing brick masonry INSPECTION chamber 60x60x60 cm with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 coarse sand) including CI cover with frame LIGHT WEIGHT complete as per design. With FPS bricks |
| 217 | 60x60x60 cm inside |
| 218 | Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m. including getting out the excavated soil & then returning the soil as required, |
| 219 | in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. |
| 220 | up to 1.50 m depth |
| 221 | Pipes, cables etc. exceeding 80mm dia. But not exceeding 300 mm dia. |
| 222 | Providing, laying and joining glazed stone ware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. |
| 223 | 150mm diameter |
| 224 | Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. |
| 225 | 150mm diameter S.W. Pipe |
| 226 | Boring/drilling bore well of required dia 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.(300mm dia) |
| 227 | Upto 90 metre depth below ground level. |
| 228 | Beyond 90 metre & upto 150 metre depth below ground level. |
| 229 | Supplying, assembling, lowering and fixing in vertical position in bore well,unplasticized PVC medium well casing (CM) pipe of required dia,conforming to IS: 12818, including required hire and labour charges, fittings& accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. |
| 230 | 150 mm nominal size dia |
| 231 | Supplying, assembling, lowering and fixing in vertical position in bore wellunplasticized PVC medium well screen (RMS) pipes with ribs, conformingto IS: 12818, including hire & labour charges, fittings & accessories etc.all complete, for all depths, as per direction of Engineer-in-charge. |
| 232 | 150 mm nominal size dia |
| 233 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mmto 2 mm in recharge pit, in required thickness over gravel layer, for all leads& lifts, all complete as per direction of Engineer -in-charge. |
| 234 | Development of tube well in accordance with IS : 2800 (part I) and IS:11189, to establish maximum rate of usable water yield without sandcontent (beyond permissible limit), with required capacity air compressor,running the compressor for required time till well is fully developed,measuring yield of well by “V” notch method or any other approved method,measuring static level & draw down etc. by step draw down method,collecting water samples & getting tested in approved laboratory, i/cdisinfection of tubewell, all complete, including hire & labour charges ofair compressor, tools & accessories etc., all as per requirement anddirection of Engineer-in-charge. |
| 235 | Providing and fixing M.S. clamp of required dia to the top of casing/housingpipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts required size complete. |
| 236 | 200 mm nominal size dia |
| 237 | Providing and fixing Bail plug /Bottam plug of required dia to the bottam of pipe assembly of tubewell as per IS:2800 (PART-1) |
| 238 | 150 mm nominal size dia |
| 239 | Providing and fixing C.I. sluice valve . |
| 240 | 100 mm nominal bore. Class I |
| 241 | Providing and fixing G.I. pipes complete with G.I. fittings |
| 242 | 50 mm dia nominal bore |
| 243 | Supply of Submersibule pump with control panel, support wire etc. complete 3.0 H.P. (KSB / EQ.) |
| 244 | Water supply tanker of 5000 litre capacity |
| 245 | Supply and fixing of nylon jali around the slotted pipescomplete as required. Up to 10 meter |
| 246 | Supply and steel wire rope of 1/2\\" size |
| 247 | Transpolation of boring tools other required euipment and installation of site |
| 248 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. 35 sq. mm |
| 249 | ADD CONTINGENCIES @ 2% |
| 250 | LESS 5% DUE TO DEPARTMENT WORKING |
| 251 | ADD COST FOR CENTAGE @10% |
| 252 | ADD COST FOR 1% CONTIGENCY ON TOTAL Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 14, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 03, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 11 daysSep 03, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 11 daysTender Documents
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