Tender For Provision Of 02 X Single Jcos Accommodation At Fd Regt And Other Sanctioned Works Under Ge (West) Ferozepur Cantt
Tender Value
Ref. Documents
Estimated cost
Bid Submission
09 Sep 2026
16 days left
EMD
2.18 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Firozepur → Punjab
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Provision Of 02 X Single Jcos Accommodation At Fd Regt And Other Sanctioned Works Under Ge (West) Ferozepur Cantt
BOQ
| Sl. No. | Item Description |
| 1 | Demolition of reinforced cement concrete of any description and in any position not otherwise specially provided for complete all as specified and directed. |
| 2 | Demolition of cement concrete of Sunken portion/EWC/IWC of any description and in any position not otherwise specially provided for complete all as specified and directed. |
| 3 | Demolition of unreinforced cement concrete in ground floors and pavings not exceeding 15cm thickness (below or above ground level) complete all as specified and directed. |
| 4 | Demolition of existing RCC chhajja or similar article including cutting of steel reinforcement , making good disturbed portion with concreting or plastering whatever required, mixing with bonding agent (Pedelite/Sika/Fosrock). (Note : Size of Chajja is not more than 2.00 Sqm and of 0.15cm thick) complete all as specified and directed. |
| 5 | Demolition of reinforced cement concrete (reinforcement cut as required to facilitate demolition) in Man holes, roof slabs, chajjas, beams , fascias, fins and similar works complete all as specified and directed. |
| 6 | Dismantling floor, hearth or wall/stone tiling including cement mortar bedding (but not backing), removing broken tiles and rubbish off the premises from site complete all as specified and directed. |
| 7 | Demolition of brick work built in cement mortor including all quoins,arches,pillars etc complete all as specified and directed. |
| 8 | Demolition of stone slabs and tiles of any description or thickness laid, bedded and pointed in any mortar in floors, aprons etc complete all as specified and directed. |
| 9 | Taking down cement plaster of any description on brick walls or concrete or stone and ceilings including racking out joints, hacking for key, scrubbing down with water etc complete all as specified and directed. |
| 10 | Taking up or down existing 15mm bore steel water tubing and connections,including clreaning for refixing or removal, fixed/laid in any situation, complete all as specified and directed. |
| 11 | Taking up or down existing 20mm bore steel water tubing and connections,including clreaning for refixing or removal, fixed/laid in any situation, complete all as specified and directed. |
| 12 | Demolition and breaking of drain pipe (SGSW/PVC/RCC etc) set in cement mortar of internal dia 150mm taking out of trenches and taking down from walls, if required complete all as specified and directed. |
| 13 | Demolition and breaking of drain pipe (SGSW/PVC/RCC etc) set in cement mortar of internal dia 250 mm taking out of trenches and taking down from walls, if required complete all as specified and directed. |
| 14 | Demolition and breaking of drain pipe (SGSW/PVC/RCC etc) set in cement mortar of internal dia 300 mm taking out of trenches and taking down from walls, if required complete all as specified and directed. |
| 15 | Hacking out old broken glass (any size, thickness, quality or description) from metal frame including punching or drilling out old glazing pins/spring clips and providing and fixing new ones complete all as specified and directed. |
| 16 | Dismantling brick tiles or terracing tiles, single layer on roofs jointed and pointed in cement mortar including removal of grass vegitation including roots near out let of RWP and OHT staging area or specifically ordered in writing complete all as specified and directed. |
| 17 | Demolition of mud phuska in roofs, any thickness, including plastering and leeping (whether full thickness removed or only a part hereof ) and removing from site to adistance exceeding 250m but not exceeding 500m complete all as specified. Note :- Demolition of Mud puska to be cut in average thickness from top surface of roof for creating the slope as directed |
| 18 | Taking down eaves gutters and rainwater pipes (any size or pattern), including all fittings, heads, shoes, bends, swan-necks, etc., including cleaning or refixing or removal to Store (measured overall as fixed along the centre line over fittings and accessories) complete all as specified and directed. |
| 19 | Roughening surfaces of old concrete floor or roof by picking, sweeping clean and washing down with water to remove dust, etc. complete all as specified and directed. |
| 20 | Taking down chowkats or frames with shutters (without taking off shutters from the frame) of size not exceeding 1.5 Sqm each including cutting holes in brick walls of appropriate size for insertion of cement concrete blocks for hold fasts, and removing from site complete all as specified and directed. |
| 21 | Taking down chowkats or frames with shutters (without taking off shutters from the frame) of size exceeding 1.5 Sqm but not exceeding 4 Sqm each including cutting holes in brick walls of appropriate size for insertion of cement concrete blocks for hold fasts, and removing from site complete all as specified and directed. |
| 22 | Taking down dhutters of any description exceeding 1.00Sqm but not exceeding 2.00Sqm each and removing from site complete all as specified and directed. |
| 23 | Cutting existing 40/50/80/100mm bore CI/GI pipes including run lead joints of suitable size with necessary fittings complete all as specified and directed. |
| 24 | Cutting chases, pinning in. making good to facings where required and pointing in cement mortar 1:3 to ends or edges of landings, steps, cills, sunshades, shelves, lintels, etc.; and cutting chases for concealed water tubing or concealed conduit wiring, etc., and making good, cutting not exc 10 cm girth complete all as specified and directed. |
| 25 | Cutting holes in brick walls exceeding one brick but not exceeding half brick, built in cement mortar for inserting holdfasts and making good dismantled portion in cement mortar (1:3) or cement concrete (1:2:4) Type B-1 as required complete all as specified and directed. Note:- Depth of embedded portion of holdfasts or lugs measured from the face of the jamb into the wall. |
| 26 | Cutting holes into or through brick walls built in cement mortar, superficial area exceeding 400Sqcm but not exceeding 0.10 Sqm and making good in cement mortar (1:3) or cement concrete (1:2:4) type B-l as required complete all as specified and directed. Note:- Depth of embedded portion of holdfasts or lugs measured from the face of the jamb into the wall. |
| 27 | Roughening surfaces of old concerete floor/roof for removing old bitumen coat/any other type of treatment etc., by picking, sweeping clean and washing down with water to remove dust/dirt etc., complete all as specified and directed. |
| 28 | Cutting into existing manhole for connecting new drain, making good to pipe and rendering cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in PCC (1:2:4) type B-1, smooth finished and reforming benching as required for internal pipe of dia 150 mm complete all as specified and directed. |
| 29 | Cutting into existing manhole for connecting new drain, making good to pipe and rendering cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in PCC (1:2:4) type B-1, smooth finished and reforming benching as required for internal pipe of dia 250 mm complete all as specified and directed. |
| 30 | Cutting into existing manhole for connecting new drain, making good to pipe and rendering cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in PCC (1:2:4) type B-1, smooth finished and reforming benching as required for internal pipe of dia 300 mm complete all as specified and directed. |
| 31 | Surface excavation in soft/ loose soil n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out complete all as specified and directed. |
| 32 | Excavating in trenches, in soft/loose soil, not exceeding 1.5m wide and not exceeding 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, cables and pipes etc. not exceeding 10Sqm on plan and not exceeding 1.5m in depth and getting out complete aii as specified and as direcetd. |
| 33 | Excavating in trenches, in soft/loose soil, not exceeding 1.5m wide and exceeding 1.5m but not exceeding 3.0m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, cables and pipes etc. not exceeding 10Sqm on plan and not exceeding 1.5m in depth and getting out complete aii as specified and as direcetd. |
| 34 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceding 25cm in soft/loose soil complete all as directed. |
| 35 | Removing excavated materials to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed. |
| 36 | Removing excavated materials to a distance exceeding 500m but not exceeding 1.5 KM and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed. |
| 37 | Earth work in excavation for all kind of soil by mechanical means (Hydraulic excavator) /JCB means over areas (exceeding 30 cm in depth, 1.5m in width as well) including getting out, Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceding 25cm in soft/loose soil and disposal of excavated earth lead upto 50m and lift upto 1.5m, complete all as specified and directed. |
| 38 | Earth work in excavation for all kind of soil by mechanical means (Hydraulic excavator)/ JCB means over areas (exceeding 30 cm in depth, 1.5m in width as well) including getting out,Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceding 25cm in soft/loose soil and disposal of excavated earth lead upto 50m and lift exc 1.5m but not exceeding 3.00m complete all as specified and directed. |
| 39 | Spreading and levelling of earth and soil in layers n exc. 25 cm thick and well ramming including. watering as required complete all as specified & directed. Note :- The earth / soil to be used received from excavation. |
| 40 | M&L for Hardcore of broken stones and boulders of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed. |
| 41 | M&L for Pre-construction Treatment to bottom and sides of excavation at the rate of 5 litres of emulsion per square metre of surface area complete all as specified. |
| 42 | M&L for Post Constructional Antitermite Treatment by treating the soil along with external perimeter of building at the rate of 2.25 litres of emulsion per metre of the perimeter wall complete all as specified and directed. |
| 43 | M&L for Lean Cement Concrete (1:4:8) type D-2 using 40mm graded crushed stone aggregate as in foundations, filling and mass concrete etc in sunken portion complete all as specified and directed. |
| 44 | M&L for Lean Cement Concrete (1:5:10) type E-2 using 40mm graded crushed stone aggregate as in foundations, filling and mass concrete and filling in Sunken portion complete all as specified and directed. |
| 45 | M&L for Lean Cement Concrete (1:3:6) type C-0 using 10mm graded crushed stone aggregate as in filling back sides of pressed steel frames complete all as specified and directed. |
| 46 | M&L for Lean Cement Concrete (1:2:4) type B-1 using 20mm graded crushed stone aggregate as in surface channels and drains; benching of man holes complete all as specified and directed. |
| 47 | M&L for Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, mounds, mitred/stopped end etc.as in manhole pipe line portion only complete all as specified and directed. |
| 48 | M&L for Reinforced Cement Concrete Design Mix M-25 Grade as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed. |
| 49 | M&L for Reinforced Cement Concrete Design Mix M-25 Grade as in Columns, pillars, piers, posts and struts complete all as specified and directed. |
| 50 | M&L for Reinforced Cement Concrete Design Mix M-25 Grade as in Beams, cantilevers, bressummers, lintels over1.5m spancomplete all as specified and directed. |
| 51 | M&L for Reinforced Cement Concrete Design Mix M-25 Grade as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed. |
| 52 | Formwork for rought finished flat surface of concrete to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter complete all as specified and as directed. |
| 53 | Formwork for rought finished flat surface of concrete to to sides of pillars, posts, struts, piers, columns and stanchionscomplete all as specified and as directed. |
| 54 | Formwork for rought finished flat surface of concrete to sides and soffits of floor or roof beams, beam haunch ings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc. complete all as specified and as directed. |
| 55 | Formwork for rought finished flat surface of concrere to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work;not exceeding 200mm thick (Horizontal or sloping) kitchen platform complete all as specified and as directed. |
| 56 | Formwork for rought finished flat surface of concrete to rough finished surfaces of chullah hoods, chajjas, troughs and similar items including edges complete all as specified and as directed. |
| 57 | Formwork for rought finished flat surface of concrete to edges of concrete flats, treads, breaks in floors, window cills, concrete rail ings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide complete all as specified and directed. |
| 58 | M&L for brick work built in cement mortar (1:6) with sub class 'B' old size bricks, straight or curved on plan exceeding 6m mean radius complete all as specified and directed. |
| 59 | M&L for brick work (EXCEPT BRICKS) built in cement mortar (1:6) with sub class 'B' old size bricks, straight or curved on plan exceeding 6m mean radius complete all as specified and directed. Note:- Old seviceable tiles shall be re-used retrieved after demolition of brick work. |
| 60 | M&L for brick work in half brick thick wall built in cement mortar (1:4) with sub class 'B' old size bricks, straight or curved on plan exceeding 6m mean radius complete all as specified and directed. |
| 61 | M&L for Reinforced Cement Concrete Nominal Mix M-20 Grade using of 20 mm graded stone aggregate as in slabs supported on walls, beams and columns in floors , roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed. |
| 62 | M&L Pre-cast Cement Concrete (1:2:4) type B-1 using 20mm graded stone aggregate in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces, set in cemet mortar (1:4) including form work complete all as specified and directed. Note:- Reinforcement shall be measured and paid for separately. |
| 63 | M&L for Cast-in-Situ Plain Cement Concrete (1:2:4) type B-1 using 20mm graded stone aggregate as in bed blocks for hold fasts roof kerbs or mud stops, rounded or chamfered on edges in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, including necessary form work complete all as specified and directed. |
| 64 | S&F Pressed steel frames made of 1.25mm thick CRCA sheet of profile 125x60mm for door and window frames with one or more rebates incl lock strike plate, shock absorbers, 20mm dia 60mm long MS conduit for housing of a drop bolt, butt hinges, hold fasts/lugs etc and treating of internal surfaces of chowkhats and hold fasts/lugs with a coat of coal tar or black paint incl hinges, hold fasts/lugs etc including making good jambs portion by providing plaster in CM 1:4 and finishes as per existing complete all as specified. |
| 65 | S&F Pressed steel frames made of 1.25mm thick CRCA sheet of profile 105x60mm for door and window frames with one rebate including lock strike plate, shock absorbers, 20mm dia 60mm long MS conduit for housing of a drop bolt, butt hinges, hold fasts/lugs etc and treating of internal surfaces of chowkhats and hold fasts/lugs with a coat of coal tar or black paint including hinges, hold fasts/lugs etc complete all as specified. |
| 66 | S&F 35mm thick factory made 2nd class hard wood (Hollock), glazed and skeleton shutters open rebated and prepared to receive glass/ gauge etc (without sash bars), edges of framing plain chamfered or rounded, fitted with cut and mitered beads for securing glass etc for doors, size of members as specified in clause 8.24 (a) of MES Schedule Part-I Section-8, complete all as specified and directed. |
| 67 | S&F factory made 35mm thick Plain framed, panelled shutter (two panel) with lock rail and panel of 9 mm B.W.P. commercial ply or 12 mm veneered particle board with commercial veneering on both faces. The size of rail and stile as per IS : 1003 (Part I), kiln seasoned and chemically pressure treated complete all as specified and directed. |
| 68 | S&F factory made 40mm thick flush shutters, solid core construction, with block board core and plywood face panels, commercial type on both sides, one face is covered with decorative face veneer with lipping/frame 6mm thick , 40mm wide teakwood lipping fixed all around with adhesive and headless nails complete all as specified and directed. |
| 69 | S&F Anodised aluminium frame powder coated (minimum 50micron thickness of epoxy powder coating) for door, windows, ventilators and partitions with one or more rebates including joining cleat for fixing etc. complete all as specified and directed. |
| 70 | S&F Anodised aluminium window and ventilator shutters, powder coated aluminium (minimum 50micron thickness of epoxy powder coating) fixed type without sash bar, aluminium section weighing 0.55 kg/m including necessary joining cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws etc. complete all as specified and directed. |
| 71 | S&F in replacement Factory Made Box Type Steel Windows with glazing bars made of ERW tube hollow \\"P\\" section of size 60mmX25mm double rebated outer frame comprising double shutters side hung skelton & glazed shutters, frame of ERW tube \\"P\\" section size 50mmX20mm with two openable leaf for each shutter consisting two Nos sash bar of T-section 20mmX3mm welded to frame with one vertical mullion of ERW box type T-section of size 60mmX25mm and mild steel flat iron 2mm thick welded/ screwed to frame for fixing of wire gauge to frame/ shutters as given below and all as shown on Drawing No. CEJZ/TD-1019/08 and CEJZ/TD-1020/08 Sheet No. 1/3 to 3/3 including taking down of old existing window complete all as specified and directed :- (i) Hold fast,150mm long of flat iron 12mmX3mm- 04Nos per window (ii) Handle of Z section 20mmX25mm,100mm long-01Nos per leaf (iii) MS Tower bolt 150mm long-02 Nos per leaf (iv) Z section 20mmX25mm,100mm long stopper -01 Nos per leaf (v) Cleat 55mm long of hollow square 15mmX12mm -02 Nos per leaf (vi) MS pintol hinges size 75mmx12mm- 2 Nos. per leaf (vii) Making good dismantled portion in PCC 1:2:4 type B-1 for hold fasts (four Nos for each window). (viii) Preparation of steel surfaces of windows and grills and guard bars and applying one one shop coat of zinc chromate primer and two coats of synthetic enamel paint after installtion at site. Note: Glass panes and grills & guard bars shall be measured and paid for separately .Area shall be measured flat for one side only for the purpose of measurement and payment . |
| 72 | S&F in replacement Factory Made Box Type Steel Windows without glazing bars made of ERW tube hollow \\"P\\" section of size 60mmX25mm double rebated outer frame comprising double shutters side hung i.e. guaged shutters, frame of ERW tube \\"P\\" section size 50mmX20mm with two openable leaf for each shutter consisting two Nos sash bar of T-section 20mmX3mm welded to frame with one vertical mullion of ERW box type T-section of size 60mmX25mm and mild steel flat iron 2mm thick welded/ screwed to frame for fixing of wire gauge to frame/ shutters as given below and all as shown on Drawing No. CEJZ/TD-1019/08 and CEJZ/TD-1020/08 Sheet No. 1/3 to 3/3 including taking down of old existing window complete all as specified and directed :- (i) Hold fast,150mm long of flat iron 12mmX3mm- 04Nos per window (ii) Handle of Z section 20mmX25mm,100mm long-01Nos per leaf (iii) MS Tower bolt 150mm long-02 Nos per leaf (iv) Z section 20mmX25mm,100mm long stopper -01 Nos per leaf (v) Cleat 55mm long of hollow square 15mmX12mm -02 Nos per leaf (vi) MS pintol hinges size 75mmx12mm- 2 Nos. per leaf (vii) Making good dismantled portion in PCC 1:2:4 type B-1 for hold fasts (four Nos for each window). (viii) Preparation of steel surfaces of windows and grills and guard bars and applying one one shop coat of zinc chromate primer and two coats of synthetic enamel paint after installtion at site. Note: Wire cloth and grills & guard bars shall be measured and paid for separately .Area shall be measured flat for one side only for the purpose of measurement and payment . |
| 73 | S&F in replacement Factory Made Box Type Steel Ventilators side / top hung with glazing bars or dovetailed or welded made of ERW tube \\"P\\"-section of size 60mmx25mm outer frame ( single rebated), comprises glazed shutter, frame of ERW tube and mild steel flat iron 2mm thick welded/screwed to frame for fixing of sheet glass including fixture and fittings like as Stopper, Cleat, Pintal hinges, holdfast etc all as shown onDrawing No. CEJZ/TD-1019/08 and CEJZ/TD-1020/08 Sheet No. 1/3 to 3/3 including taking down of old existing window complete all as specified and directed:- Note : 1. Grills and guard bars, Sheet glass and wiremesh shall be measured and paid separately. 2. Making good dismantled portion in PCC 1:2:4 type B-1 for hold fasts (four Nos for each window). 3. Preparation of steel surfaces of ventlators and applying one one shop coat of zinc chromate primer and two coats of synthetic enamel paint after installtion at site. 4. Area shall be measured flat for one side only for the purpose of measurement and payment . |
| 74 | S&F mild steel framed work with Fe.290.Gde-E-165, such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work complete all as specified and directed. |
| 75 | S&F 50mmx47mm size solid PVC door frame made out of 5mm plain colour PVC sheet reinforced with MS square tube, complete all as specified shown on drawing and specified and directed. |
| 76 | S&F factory made 30mm thick (style) solid panel PVC door shutter consisting of frame made out of MS tubes for top & bottom rails, MS frame covered with heat moulded plain colour PVC ‘C’ channel having a PVC sheet strip of 20 mm width stuck inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail; paneling of plain colour PVC sheet to be fitted in the MS frame welded/sealed to the stiles & rails with suitable PVC sheet beading and jointed together with solvent cement, in the frame at site as per clause 8 B.2.1 of MES schedule Part-II (2004) complete all as specified shown on drawing and specified and directed. |
| 77 | S&F 18mm Solid PVC board plain colour ,fixed with screws or adhesive with complete accessories (magnetic catcher, knobs) as in shelves/shutters with rebates fixed on PVC on three sides as in supporting block to shelves complete all as specified and directed. |
| 78 | S&F 18mm thick Prelaminated particle board, exterior grade, prelaminated one side with decorative choice lamination & other side balancing white lamination, fixed with screws to timber frame work in plemet boxes, shelves, rebated or flat edges complete all as specified and directed. |
| 79 | S&F 100mm size mild steel butt hinges medium weight rolled cold complete all as specified and directed. |
| 80 | S&F 150mm long aluminium anodised barrel tower bolts of extruded section and fixed with steel screws complete all as specified and directed. |
| 81 | S&F 200mm long aluminium anodised barrel tower bolts of extruded section and fixed with steel screws complete all as specified and directed. |
| 82 | S&F 150mm size aluminium door handle, extruded aluminium alloy, fabricated type complete all as specified and directed. |
| 83 | S&F stainless steel continous (piano) hinges of mild steel bright finish or electro galvanised with flap (when open) 40mm, fixed with steel screw complete all as specified and directed. |
| 84 | S&F 300mm long Aluminium alloy, anodised, sliding door bolt with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy complete all as specified and directed. |
| 85 | S&F Floor door stopper of aluminium alloy body and tongue, anodised, with hard drawn steel spring, with 150mm overall length of cover plate fixed in floor complete all as specified and directed, |
| 86 | S&F 300mm size mild steel helical door spring ordinery rat rail rod pattern spring including roller and roller plate complete all as specified and directed, |
| 87 | S&F 100mm size hasp and staple aluminium anodised including bolt to hinge plate and fixed with screws complete all as specified and directed. |
| 88 | S&F 200mm long PTMT tower bolts and fixed with steel screws complete all as specified and directed. |
| 89 | S&F 100mm long PTMT butt hinges and fixed with steel screws with brass /bronze hinges pin complete all as specified and directed. |
| 90 | S&F 125mm long PTMT handle and fixed with steel screws complete all as specified and directed. |
| 91 | S&F in repairs Galvanised mild steel wire cloth 0.56mm nominal dia of wire and average width of aperture not more than 1.18mm and fixed with tinned tacks or galvanized wire staples complete all as specified and directed. |
| 92 | S&F Stainless Steel Wire Cloth, 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with stainless steel wire staples complete all as specified and directed. |
| 93 | S&F 3.0mm thick, plain sheet glass, ordinary quality and glazing, with oil putty or with wooden beads (supplied alongwith shutters), in squares n.exc 0.50 Sqm in each pane complete all as specified and directed. |
| 94 | S&F in repairs 3.0mm thick, plain sheet glass, ordinary quality and glazing, with oil putty or with wooden beads (supplied alongwith shutters), in squares n.exc 0.50 Sqm in each pane complete all as specified and directed. |
| 95 | S&F 3.0mm thick, figured glass, pin headed type and and glazing, with oil putty or with wooden beads (supplied alongwith shutters), in squares n.exc 0.50 Sqm in each pane complete all as specified and directed. |
| 96 | S&F Structural Steel Fe-410- W(Gde E-250) quality 'B' Rolled sections as in Roof trusses (framed), trussed,purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc.tes complete all as specified and directed. |
| 97 | S&F Structural Steel Fe-410- W(Gde E-250) quality 'B' Rolled sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates complete all as specified and directed. |
| 98 | S&F 10mm dia and over mild steel TMT bars, in reinforcement bars, cut to length, bent to shape required including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and as directed. |
| 99 | S&F 6 to 8mm dia and over mild steel TMT bars, in reinforcement bars, cut to length, bent to shape required including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and as directed. |
| 100 | S&F 5mm dia and over upto and including 10mm dia mild steel TMT bars, in reinforcement stirrups, spacers and binders cut to length, bent to shape required including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and as directed. but |
| 101 | M&L for 75mm thick Plain Cement concrete (1:3:6) type C-1 using 20mm graded stone aggregate as in plinth protection, surfaces finished even and smooth without using extra cement as in plinth protection including provision of construction joints and expansion joints filled with bitumen mixed with sand in ratio (1:1) complete all as specified and directed. |
| 102 | M&L for Plain Cement Concrete (1:2:4) type B-1 using 20mm graded crushed stone aggregate as in roof padding surfaces finished even and fair complete all as specified and directed. |
| 103 | M&L for 100mm thick Plain Cement Concrete (1:4:8) type D-2 using 40mm graded crushed stone aggregate as in sub base of flooring, surface finished even and fair, surface finished rough to receive floor topping or interlocking tiles complete all as specified and directed. |
| 104 | M&L for 25mm thick Plain Cement Concrete (1:2:4) type B-1 using 20mm graded crushed stone aggregate as in surface finished rough to receive floor topping, surface finished even and fair complete all as specified and directed. |
| 105 | M&L for Granite (of any type) stone slab/tiles 20mm thick machine cut, bedded and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of granite stone including grinding and polishing complete over and including 15mm thick cement plaster in back coat in cement mortar (1:6) complete all as specified and directed. |
| 106 | M&L for Machine cut kota stone slab flooring 18-20mm thick over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab, in floors including rubbing and polishing complete over and including 15mm thick screed bed or bedding layer in cement mortar (1:6) complete all as specified and directed. |
| 107 | M&L for Machine cut kota stone slab 18-20mm thick over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab, in vertical surfaces such as skirtings, dados, risers and steps etc including rubbing and polishing complete over and including 15mm thick cement plaster in cement mortar (1:4) complete all as specified and directed. |
| 108 | M&L for 7 to 8 mm thick (square/ rectangular) Non-skid Ceramic Tiles coloured, premium quality, area of each tile exceeding 0.06Sqm but not exceeding 0.11Sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match colour of tiles over and including 15mm thick screed bed or bedding layer in cement mortar (1:6) complete all as specified and directed. |
| 109 | M&L for 7 to 8 mm thick (square/ rectangular) Non-skid Ceramic Tiles coloured, premium quality, Joint-free, area of each tile exceeding 0.11Sqm but not exceeding 0.18Sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match colour of tiles over and including 15mm thick screed bed or bedding layer in cement mortar (1:6) complete all as specified and directed. |
| 110 | M&L for 7 to 8 mm thick (square/ rectangular) Non-skid Ceramic polished dark shade Tiles, premium quality, area of each tile exceeding 0.18Sqm but not exceeding 0.38Sqm, in floors etc set and jointed in neat cement slurry and pointed in white or coloured cement to match colour of tiles over and including 10mm thick rendering cement plaster in cement mortar (1:4) complete all as specified and directed. |
| 111 | M&L for 7 to 8 mm thick (square/ rectangular) Non-skid Ceramic polished dark shadeTiles, Joint-free, premium quality, area of each tile exceeding 0.18Sqm but not exceeding 0.38Sqm, in vertical surfaces such as skirtings, dados, risers and steps etc set and jointed in neat cement slurry and pointed in white or coloured cement to match colour of tiles over and including 10mm thick rendering cement plaster in cement mortar (1:4) complete all as specified and directed. |
| 112 | M&L for 7mm thick (Area 450 x 300mm / 450x350mm/ 350x250mm/300x200mm) Glazed Ceramic Coloured Tiles, in vertical surfacesX 7 mm th set and jonnted in cement slurry and pointed in white or coloured cement in vertical surfaces such as skirtings, dados, risers and steps etc set and jointed in neat cement slurry and pointed in white or coloured cement to match colour of tiles over and including 10mm thick rendering cement plaster in cement mortar (1:4) complete all as specified and directed. |
| 113 | M&L for providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paverblocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed. |
| 114 | M&L for providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete complete all as specified and directed. |
| 115 | M&L for 10mm thick rendering cement plaster in cement mortar (1:6) on any face of brick walls or concrete surfaces, finished even and smooth without using extra cement complete all as specified and directed. |
| 116 | M&L for 15mm thick rendering cement plaster in cement mortar (1:6) on any face of brick walls or concrete surfaces, finished even and smooth without using extra cement complete all as specified and directed. |
| 117 | M&L for 5mm thick rendering cement plaster in cement mortar (1:3) on ceiling surfaces, soffits of chajjas or roof projection and the like, finished even and smooth without using extra cement complete all as specified and directed. |
| 118 | M&L for 10mm thick rendering cement plaster in cement mortar (1:4) in screed bed or bedding layer for laying Water Proofing Memeberane surfaces, mixed with water proofing complound as per manufacturer's instructionsfinished even and fair without using extra cement complete all as specified and directed. Note: WPC shall be measured and paid separately. |
| 119 | M&L for 15mm thick rendering cement plaster in cement mortar (1:4) in screed bed or bedding layer or cement plater to the walls and floor of sunken portion, mixed with water proofing complound as per manufacturer's instructionsfinished even and fair without using extra cement complete all as specified and directed. Note: WPC shall be measured and paid separately. Please Enable Macros to View BoQ information |
| 120 | M&L for 15mm thick rendering cement plaster in cement mortar (1:4) in screed bed or bedding layer or cement plater to the walls and floor of sunken portion, mixed with water proofing complound as per manufacturer's instructionsfinished even and fair without using extra cement complete all as specified and directed. Note: WPC shall be measured and paid separately. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 14, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 09, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 16 daysSep 16, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 23 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender