Tender For Construction Of Hostel At (1) Kalaguru Bishnu Rabha H.S. School, District-Baksa, (2) Athiabari Bidyamandir Hss, District-Baksa, (3) Rupahi H.S. School, Jalah, District-Baksa, (4) Salbari H.S. School, Jalah, District-Baksa, (5) Paneri H.S.
Tender Value
27.18 Crore
Estimated cost
Bid Submission
07 Sep 2026
14 days left
EMD
54.37 Lakhs
Bank guarantee accepted
Document Fee
20000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kokrajhar → Assam
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Hostel At (1) Kalaguru Bishnu Rabha H.S. School, District-Baksa, (2) Athiabari Bidyamandir Hss, District-Baksa, (3) Rupahi H.S. School, Jalah, District-Baksa, (4) Salbari H.S. School, Jalah, District-Baksa, (5) Paneri H.S. School, District-Udalguri, (6) Khoirabari H.S. School, Khoirabari, District-Udalguri, (7) Rowta College Sr. Secondary School, Mazbat, District-Udalguri, (8) Udalguri H.S. School, District-Udalguri, (9) Goreswar Higher Secondary School, Goreswar, District-Tamulpur, (10) Tamulpur Higher Secondary School, District-Tamulpur And (11) Uttar Betna Hs, Goreswar, District-Tamulpur Under Dajgua During The Year 2026-27. (Package No.Tn_25Daj_02).
BOQ
| Sl. No. | Item Description |
| 1 | 1. Construction of Hostel:1/2.8: 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. 2.8.1: All kinds of soil. |
| 2 | 2/11.2 : Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. |
| 3 | 3/2.25(a) Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 4 | 4/4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.8 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) |
| 5 | 5/4.10 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) |
| 6 | 6/5.1 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 :5.1.2 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) |
| 7 | 7/5.2 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 :5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natu ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 8 | 8/5.9 Centering and shuttering including strutting, propping etc. and removal of form for5.9.1 Foundations, footings, bases of columns, etc. for mass concrete |
| 9 | 9/5.9 Centering and shuttering including strutting, propping etc. and removal of form for5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 10 | 10/5.9 Centering and shuttering including strutting, propping etc. and removal of form for5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts |
| 11 | 11/5.9 Centering and shuttering including strutting, propping etc. and removal of form for5.9.3 Suspended floors, roofs, landings, balconies and access platform |
| 12 | 12/5.9 Centering and shuttering including strutting, propping etc. and removal of form for 5.9.7 Stairs, (excluding landings) except spiral-staircases |
| 13 | 13/6.2 Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in:6.2.1 Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 14 | 14/6.13 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand) |
| 15 | 15/11.3 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.11.3.1 40 mm thick with 20 mm nominal size stone aggregate |
| 16 | 16/11.6 Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement.11.6.1 18 mm thick |
| 17 | 17/13.5 15 mm cement plaster :13.5.1 1:4 (1 cement : 4 coarse sand) |
| 18 | 18/13.80 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. |
| 19 | 19/13.48 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :13.48.1 Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm |
| 20 | 20/9.21 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 plyveneering with vertical grains or cross bands and face veneers on both faces of shutters:9.21.2 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 21 | 21/9.118 Providing and fixing to existing door frames.9.118.1 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter). |
| 22 | 22/9.96 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 :9.96.1 300x16 mm |
| 23 | 23/9.97 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 :9.97.2 250x10 mm |
| 24 | 24/9.100 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 :9.100.2 100 mm |
| 25 | 25/5.22A Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 26 | 26/10.14 Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge:10.14.2 Profile C10.14.2.1 Fixing with adjustable lugs with split end tail to each jamb |
| 27 | 27/10.14 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. |
| 28 | 28/10.17 Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete. |
| 29 | 29/9.147D: 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 forming process 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 of approved 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.Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. 9.147D.1 Two track two panels sliding window made of (small series) frame 52 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) |
| 30 | 30/9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc. |
| 31 | 31/11.47 Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm 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. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.11.41A.3 Glazed Vitrified tiles Matt/Antiskid finish of size11.41A.3.1 Size of Tile 600 x 600 mm |
| 32 | 32/8.31 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. |
| 33 | 2. Sanitary and Water supply works:Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets,40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :17.3.1 W.C. pan with ISI marked white solid plastic seat and lid |
| 34 | 17.7A Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:-(a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CPBrass single hole basin mixer |
| 35 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required17.10.2 Kitchen sink without drain board :17.10.2.2 610x460 mm bowl depth 200 mm |
| 36 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.17.28.2 Flexible pipe17.28.2.1 32 mm dia |
| 37 | Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :17.32.4 Rectangular shape 1500x450 mm |
| 38 | Providing and fixing toilet paper holder :17.34.1 C.P. Brass |
| 39 | Providing and fixing soil, waste and vent pipes :17.35.1 100 mm dia17.35.1.2 Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 |
| 40 | Cutting chases in brick masonry walls for following diameter sand cast iron/centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 ( 1 cement : 3 coarse sand :6graded stone aggregate 12.5 mm nominal size), including necessary plaster and pointing in cement mortar 1:4 (1 cement : 4 coarse sand) : 17.61.3 50 mm dia |
| 41 | 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 qualityand colour, weighing not less than 105 gms. |
| 42 | 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.17.73.2 600 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. |
| 43 | Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour.17.69.2 Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms |
| 44 | 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 clampsat 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.Concealed work, including cutting chases and making good the walls etc.18.8.1 15mm nominal dia Pipes |
| 45 | 18.8.2 20 mm nominal dia Pipes |
| 46 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply, including allCPVC plain & brass threaded fittings, i/c fixing the pipe with clampsat 1.00 m spacing. This includes jointing of pipes & fittings with onestep CPVC solvent cement and the cost of cutting chases and makinggood the same including testing of joints complete as per directionof Engineer in Charge.Concealed work, including cutting chases and making good the wallsetc.18.9.2 20 mm nominal dia Pipes |
| 47 | 18.9.4 32 mm nominal dia Pipes |
| 48 | 18.9.6 50 mm nominal dia Pipes |
| 49 | Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameterand 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10(1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 18.33.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 50 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.18.51.1 15 mm nominal bore |
| 51 | Providing and fixing PTMT pillar cock of approved quality and colour.18.56.2 15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 gms |
| 52 | Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :18.22.1 100 mm diameter |
| 53 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :18.17.1A 20 mm nominal bore |
| 54 | Providing and placing in position filters of 40 mm diameter G.I. pipe with brass strainer of approved quality. |
| 55 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.18.10.2 20 mm dia nominal bore |
| 56 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :18.13.1 25 to 40 mm nominal bore |
| 57 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 58 | Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineer-in-charge Coupling/Socket18.87.5 For 42.70 mm outer dia pipe |
| 59 | Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge.Reducer18.88.6 For 34.00 mm x 28.58 mm outer dia pipe |
| 60 | 18.88.10 For 42.70 mm x 34.00 mm outer dia pipe |
| 61 | 18.88.15 For 48.60 mm x 42.70 mm outer dia pipe |
| 62 | 18.90A Providing and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS : 6911:2017 and conforming to EN-10312 standards with V-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineer-in-charge.Elbow 90°18.90A.4 For 35 mm outer dia pipe |
| 63 | 18.90A.5 For 42 mm outer dia pipe |
| 64 | 18.92A Providing and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS : 6911:2017 and conforming to EN-10312 standards with V-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineer-in-charge.Equal Tee18.92A.4 For 35 mm outer dia pipe |
| 65 | 18.93A Providing and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS : 6911:2017 and conforming to EN-10312 standards with V-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineer-in-charge.Reducing Tee18.93A.5 For 35 mm x 22 mm outer dia pipe |
| 66 | 3. Deep Tube Well (Bore well)23.2.1 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 directionof Engineer -in-charge, beyond 90 metre & upto 150 metre depthbelow ground level.23.2.1 All types of soil23.2.1.2 350 mm dia |
| 67 | 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 labourcharges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.23.3.2 150 mm nominal size dia |
| 68 | 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.23.4.2 150 mm nominal size dia |
| 69 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 70 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, 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. |
| 71 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge. |
| 72 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. |
| 73 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge.23.11.2 150 mm nominal size dia |
| 74 | Development of tube well in accordance with IS : 2800 (part I) and IS:11189, to establish maximum rate of usable water yield without sand content (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/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. |
| 75 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.23.14.2 150 mm clamp |
| 76 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).23.15.2 150 mm dia |
| 77 | Supplying, fittings and fixings of 2 H.P. Submerssible pump set (Water filled motor) as required and directed by the department. ( Crompton/ Kirloskar/ Usha or equivalent) |
| 78 | 4. Construction of Boundary Wall :2.8 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.2.8.1 All kinds of soil. |
| 79 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 80 | 11.2 : Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. |
| 81 | 5.9 Centering and shuttering including strutting, propping etc. and removal of form work for :5.9.1 Foundations, footings, bases of columns, etc. for mass concrete |
| 82 | 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 83 | 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts |
| 84 | 5.1 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 :5.1.2 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) |
| 85 | 5.2 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 5.2.2 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) |
| 86 | 6.13 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.6.13.1 Cement mortar 1:3 (1 cement :3 coarse sand) |
| 87 | CEMENT PLASTER (IN COARSE SAND)13.6 20 mm cement plaster of mix :13.6.1 1:4 (1 cement: 4 coarse sand) |
| 88 | 13.46 Finishing walls with Acrylic Smooth exterior paint of required shade :13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 89 | 5.22A Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 90 | 4. Heavy Duty Iron Gate Double leaf (Providinng Iron gate with post) with one single leaf:2.8 : 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. |
| 91 | 11.2. : Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. |
| 92 | 4.1. : Providing and laying in position cement croncrete of specifed grade excluding cost of centering and shuttering.--All works up to plinth level. |
| 93 | Reinforcement5.22A : Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level5.22A.6:- Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 94 | 5.9 : Centering and shuttering including strutting, propping etc. and removal of form for:5.9.6 - Columns, Pillars, Piers, Abutments, Posts and Struts |
| 95 | 5.9.21. : Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick |
| 96 | Providing and laying in position specified grade of reinforced cement 5.1 : croncrete excluding cost of centering and shuttering.--All works up to plinth level.5.1.3 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) |
| 97 | 5.2 : 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. up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natu ral sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources) |
| 98 | 6.1 : Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 99 | 13.6. : 20 mm cement plaster of mix :13.6.2 1:6 (1 cement: 6 coarse sand) |
| 100 | 13.85 : Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content.13.85.3 With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre |
| 101 | 13.60 : Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :13.60.1 Two or more coats on new work |
| 102 | 10.1 : Supplying fitting and fixing double leaf heavy duty iron gate etc. complete. |
| 103 | 6. FIRE FIGHTINGPORTABLE EXTINGUISHERSSupply & fixing of 6 Kg ABC type dry power extinguisher consisting of welded MS cylindrical body with discharge valve, nozzle and hanging arrangement complete conforming to IS:15683 |
| 104 | Providing & fixing 4.5kg CO2 type (ISI marked) extinguisher including all accessories with wall bracket & raw plug confirming to IS:940 |
| 105 | 7. INTERNAL ELECTRICAL WORKS:1.10 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS 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 FRLS PVC insulated copper conductor single core cable etc. as required.1.10.1 Group A |
| 106 | 1.10.2 Group B |
| 107 | 1.10.3 Group C |
| 108 | 1.14 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.1.14.1 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire |
| 109 | 1.14.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire |
| 110 | 1.14.3 2 X 4 sq. mm + 1 X 4 sq. mm earth wire |
| 111 | 1.14.8 4 X 4 sq. mm + 2 X 4 sq. mm earth wire |
| 112 | 1.14.9 4 X 6 sq. mm + 2 X 6 sq. mm earth wire |
| 113 | 1.26 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. |
| 114 | 1.27 Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc. as required.1.27.2 3 Module (100mmX75mm) |
| 115 | 1.27.4 6 Module (200mmX75mm) |
| 116 | 1.27.5 8 Module (125mmX125mm) |
| 117 | 1.27.6 12 Module (200mmX150mm) |
| 118 | 1.33Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. |
| 119 | 1.58 Supplying and fixing PVC batten/ angle holder including connection etc. as required. |
| 120 | 1.38 Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required. |
| 121 | 2.2 Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required.2.2.13 100 A, 30 KA, FPMCCB |
| 122 | MR-16 Supplying and fixing following way, vertical type four pole and neutral, sheet steel, MCCB distribution board, 415 V, on surface/recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/MCCB/RCCB/Isolator)12 way , Double door VTPN DB |
| 123 | 2.4 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)2.4.2 6 way (4 + 18), Double door |
| 124 | 2.10 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \\"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.2.10.1 Single pole |
| 125 | 2.10.3 Double pole |
| 126 | 2.10.5 Triple pole and neutral |
| 127 | 2.14 Supplying and fixing following rating, double pole (single phase & neutral), 240 V, residual current circuit breaker (RCCB), having a sensivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required.2.14.1 25 A |
| 128 | 2.14.2 40 A |
| 129 | 5.2 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. |
| 130 | 5.9 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) |
| 131 | 6.2 Providing and fixing of lightning conductor finial, made of 25 mm dia 300 mm long, G.I. tube, having single prong at top, with 85 mm dia 6 mm thick G.I. base plate including holes etc. complete as required. |
| 132 | 6.4 Jointing copper / G.I. tape (with another copper/ G I tape, base of the finial or any other metallic object) by riveting / nut bolting/ sweating and soldering etc as required. |
| 133 | 6.8 Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For vertical run) |
| 134 | 6.12 Providing and fixing testing joint, made of 20 mm X 3 mm thick G.I. strip, 125 mm long, with 4 nos. of G.I. bolts, nuts, chuck nuts and spring washers etc. complete as required. |
| 135 | 7.4 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 and refilling the trench etc as required, but excluding sand cushioning and protective covering.7.4.1 Upto 35 sq. mm |
| 136 | 7.4.3 Above 35 sq. mm and upto 95 sq. mm |
| 137 | 1.25 Supplying & fixing two module stepped type electronic fan regulator on the exiting modular plate switch box including connections but excluding modular plates etc. as required. |
| 138 | 1.53 Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in the existing surface/ recessed Steel/ PVC conduit as required1.53.1 1 run of cable |
| 139 | 5.6 Earthing with copper earth plate 600 mm x 600 mm x 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. |
| 140 | MR-1 Supplying with fitting fixing of 1200mm dia Ceiling fan etc. as directed by the Department. |
| 141 | MR-2 Supplying with fitting fixing of 900mm dia Ceiling fan etc. as directed by the Department. |
| 142 | MR-3 Supplying with fitting fixing of Wall fan etc. as directed by the Department. |
| 143 | MR-4 Supplying with fitting fixing of 20W LED Tube light etc. as directed by the Department. |
| 144 | MR-5 Supplying with fitting fixing of LED Bulb 9Watt as directed by the Department. |
| 145 | MR-6 Supplying with fitting fixing of Exhaust fan 200mm etc. as directed by the Deptt. |
| 146 | MR-7 Supplying with fitting fixing of AC Starter and box with cover as directed by the Deptt. |
| 147 | MR-8 Supplying and fixing double door Vertical TPN Distribution board for MCCB incomer with IP-43 protection, on angle iron frame on wall & mending good the damages to original finish incl. Inter connection with suitable size of copper wire and neutral link & provision for earthing attachment. (Up to 160A)12WAY VTPN DB |
| 148 | MR-9 Supply of following size PVC/XLPE insulated and PVC sheathed 1.1KV Gd. Solid Aluminum conductor up to 10 sq.mm, balance stranded conductor, XLPE Insulated, core laid up, PVC tape inner sheathed, Armor (Aluminum wire for single core up to 70 sq.mm, balance Aluminum strip, Galvanized wire for cable up to 2 x 10 sq.mm, 4 x 6 sq.mm & balance all galvanized steel strip), extruded PVC Type ST2 sheathed, 650/1100V grad as per IS 7908 (Part-I) 1988 armored U.G. cable as specified and directed by the deptt. (Havells, RR or equivalent make as approved by this Deptt.) 9A 35.00 sq.mm 3 ½ Core AL U.G. Cable |
| 149 | 9B 50.00 sq.mm 3 ½ Core AL U.G. Cable |
| 150 | 9C 10.00 sq.mm 4 Core copper U.G. Cable |
| 151 | MR-10 Supplying with fitting & fixing of RJ 45 Jack with Cat 6 etc. as required and as directed by the Department. |
| 152 | MR-11 Supply of IGBT based 3kVA true online UPS with double conversion technology system having 1phase input & 1phase output, static switch at by pass. |
| 153 | MR-12 Supply of 01 set (06 Nos) 12V 26Ah SMF battery bank to provide required backup along with battery rack & interlink connectors |
| 154 | MR-13 SITC of 30 KVA DG SET with 1 no. MCCB & Manual changeover unit ( Auto start facility ) |
| 155 | MR-14 Supplying, fitting and fixing CCTV SYSTEM all complete as required and as directed by the Department. |
| 156 | MR-15 SITC of Off Grid solar system (5.5 KWP ) all complete as required and as directed by the Department. |
| 157 | 8. External Electrification:2.2 Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required.2.2.2 125 A, 16 KA, TP MCCB |
| 158 | 2.22 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. |
| 159 | 5.2 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. |
| 160 | 5.7 Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/ termination with G.I. thimble etc.as required |
| 161 | 5.9 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earthelectrode, 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) |
| 162 | 9.1 Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.9.1.29. 3½ X 35 sq. mm (32mm) |
| 163 | 9.2 Supplying and making outdoor end termination with cast resin compound including aluminium lugs and other jointing materials for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.9.2.18 3½ X 35 sq. mm |
| 164 | 13.1 Supplying and erection of galvanised stay set for 11 KV over head lines complete with 19/ 20 mm dia X 1.8 metres long stay rod, anchor plate of size 45 cm X 45 cm X 7.5 mm thick, thimble, stay clamps, turn buckle ( 20 mm X 600 mm ), 7/ 4.00 mm dia G.I. stay wire and 11 KV strain insulator etc in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size ) foundation including excavation and refilling etc. as required |
| 165 | 13.7 Supplying of of two lengths of channel iron 75 mm X 40 mm X 6 mm (7.14 kg per metre) double pole cross arm for three wire 11KV over head line conductors complete with through bolts and nuts for clamping to the poles, 50 mm X 6 mm M.S. flats welded on one side to the channel iron and with bolts and nuts on the other side for tying the cross arms together, including drilling holes for insulator pins/ fittings, bolts, nuts and washers etc (as per drawing) and painting with primer and finish paint as required |
| 166 | 13.10 Supplying and erection of 11 KV pin insulator complete with large steel head G.I. pin, nuts, washers etc. as required |
| 167 | 13.11 Supplying and erection of 11 KV disc insulator for 11 KV over head lines with galvanised insulator fittings, ball and socket type and complete with galvanised strain clamps, bolts, nuts, washers etc. as required |
| 168 | 13.13 Supplying and erection of three piece nonlinear resistor type lightning arrestor suitable for 3 wire, 11 KV overhead lines with rated voltage 9 KV (rms) with a nominal discharge current rating of 5 KA and complete with galvanised clamping arrangement, G.I. bolts, nuts, washers etc. as required |
| 169 | MR-1 /APDCL SOR-748 Supplying including erection of 9.75 Mtr. PSC Pole along with fitting fixing, excavation work, foundation work in 1:3:6 proportion of 1.80 Mtr. Depth, Cement plastering and etc. complete with all necessary materials as required and specified by the Department.9.75 Mtr. PSC Pole |
| 170 | MR-2 /APDCL SOR-752 Supplying including erection of 12.0 Mtr. G.I. Steel Tubular Pole (SP-60) along with fitting fixing, excavation work, foundation of bolts and nuts in R.C.C. work in 1:3:6 proportion of 1.80 Mtr. Depth, Cement plastering and etc. complete with all necessary materials as required and specified by the Department.12.0 Mtr. G.I. Steel Tubular Pole (SP-60) |
| 171 | MR-4 Supplying,installation,testing and commissioning of the 25 KVA 11/0,433KV Aluminium wound outdoor type oil filled (4 Star/ Level-II) Transformer complete including all accessories like Earthing terminal, Lifting Lugs, Drain Valve, Oil filling Hole with plug, Silicigel Breather, First filling of Oil as per IS 355, Arcing Horn, Radiator, Air Release Plug, Conservator Tank etc. along with charging approval of the Sub-Station from the competent authority as directed and specified by the department. Transformer should be as per CEA guideline as ammended up to date.(All require materials for the Sub-Station will be measured & paid separately) (POWER MAKER UNIT -II).25 KVA 11/0,433KV |
| 172 | MR-5 Supplying Power / Control Copper Cables, Solid Copper conthuctor up to 6 sq. mm balance Stranded,XLPE Insulated, cores laid up,PVC tape inner sheathed for Multicore Cables, Unarmored / Armour ( Glavanised wire for cables up to 10 x1.5 sq.mm, 8 x 2.5 sq,mm, 2 x 10 sq.mm, 3 x 10 sq.mm, 4 x 6 sq.mm balance all galvanized steel strip), extruded PVC Type ST2 Sheathed,650/1100 V grade as per IS 7098 (Part 1) 1988 (Havells, RR, or equivalent make as approved by the Deptt.) 2.5 sq.mm 10 Core Copper cable. |
| 173 | MR-6 Supply of following size PVC/XLPE insulated and PVC sheathed 1.1KV Gd. Solid Aluminum conductor up to 10 sq.mm, balance stranded conductor, XLPE Insulated, core laid up, PVC tape inner sheathed, Armor (Aluminum wire for single core up to 70 sq.mm, balance Aluminum strip, Galvanized wire for cable up to 2 x 10 sq.mm, 4 x 6 sq.mm & balance all galvanized steel strip), extruded PVC Type ST2 sheathed, 650/1100V grad as per IS 7908 (Part-I) 1988 armored U.G. cable as specified and directed by the deptt. (Havells, RR or equivalent make as approved by this Deptt.)35.00 sq.mm 3.5 Core U.G. Cable |
| 174 | MR-7 APDCL SOR-519 Supplying with fitting and fixing of 11 KV GOAB Switch 400 Amp. as required and specified by the Department. |
| 175 | MR 8 APDCL SOR-513 Supplying with fitting and fixing of 11 KV D.O. Fuse set 150A Assembly as required and specified by the Department. |
| 176 | MR10 APDCL SOR-459 Supplying with fitting and fixing 11 KV 1C x 70sq.mm AAAC Covered Conductor. |
| 177 | MR-11 APDCL SOR-474 Supplying with errection of CI Earth pipe 1.8m inner dia 100mm, outer dia 110mm with perforated holes of 15mm dia at 30 cm interval along length of the pipe as required and specified by the Department. |
| 178 | APDCL SOR- 420 DTR Fencing as per REC standard specification complete with material & labour. (As per APDCL -2021-22) |
| 179 | Approved rate Payment to be made to APDCL authority for Load security. |
| 180 | MR-15 APDCL SOR- 490 Supplying with including fitting fixing of 3P4W ICS DLMS compliant HT Trivector energy meter (Category-A), 110/v3v3-/1A Class 0.5s for feeder metering etc. as directed by Deptt |
| 181 | 25 APDCL Supervision and other liasioning charges payable to APDCL for construction of 11 KV HT line, Transformer substation etc. |
| 182 | 9. Furniture and Utensils:Wooden Single bed good quality |
| 183 | Four inch single bed mattress good quality |
| 184 | Pillow good quality |
| 185 | Plastic chair without cushion |
| 186 | Iron Gas oven |
| 187 | Gas Cylinder |
| 188 | 350Ltr Refrigerator |
| 189 | Stainless steel partition plate |
| 190 | Stainless steel 8 seater Dining table with stool |
| 191 | Kitchen Utensils (Kadai, Khunti, Chanta, Bucket, Mug) |
| 192 | 10. Library Books:Books of Misc. writers/authors required by the institute complete. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 14, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 07, 2026
17:00 IST
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Upcoming · 14 daysSep 07, 2026
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