Tender For Construction Of Staff Quarter (Assam Type Building) At Kazigaon, District Kokrajhar.
Tender Value
39.97 Lakhs
Estimated cost
Bid Submission
30 Oct 2026
2 days left
EMD
79959
Bank guarantee accepted
Document Fee
800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Dhubri → Assam
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Staff Quarter (Assam Type Building) At Kazigaon, District Kokrajhar.
BOQ
| Sl. No. | Item Description |
| 1 | Main Building 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 | 16.12 Dry brick pitching half brick thick in drains including supply of bricksand preparing the surface complete :16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 3 | 4.1 Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinthlevel : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 4 | 5.22 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 5 | 5.9 Centering and shuttering including strutting, propping etc. and removalof form for 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete |
| 6 | 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts |
| 7 | 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 8 | 5.1 Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement - All work up to plinth level : 5.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from naturalsources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 9 | 5.2 Reinforced cement concrete work in walls (any thickness), includingattached pilasters, buttresses, plinth and string courses, fillets, columns,pillars, piers, abutments, posts and struts etc. above plinth level up tofloor five level, excluding cost of centering, shuttering, finishing andreinforcement :5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 10 | 6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in foundation and plinth in:6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 11 | 2.27 Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing complete |
| 12 | 4.10 Providing and laying damp-proof course 40mm thick with cementconcrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from naturalsources : 4 graded stone aggregate 12.5mm nominal size derived fromnatural sources) |
| 13 | 6.12 Half brick masonry with common burnt clay F.P.S. (non modular) bricksof class designation 7.5 in foundations and plinth in :6.12.1 Cement mortar 1:3 (1 cement : 3 coarse sand) |
| 14 | 13.2 15 mm cement plaster:13.2.1 1:4 (1 cement : 4 fine sand) |
| 15 | 13.4 12 mm cement plaster of mix :13.4.1 1:4 (1 cement: 4 coarse sand) |
| 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 | 10.16 Steel work in built up tubular (round, square or rectangular hollow tubes vetc.) trusses etc., including cutting, hoisting, fixing in position andapplying a priming coat of approved steel primer, including welding andbolted with special shaped washers etc. complete.10.16.1 Hot finished welded type tubes |
| 18 | 10.19 Providing and fixing mild steel round holding down bolts with nuts andwasher plates complete. |
| 19 | 12.65 Providing & fixing at all heights, levels and locations colour finishAluminium alloy roofing sheets of alloy IS designation 31500, temper Hx8 conforming to IS 737 and dimensions as per IS code 2676 withcharacteristics of good formability and corrosion resistance. The profile sheets shall be fixed to truss members in slope or required pitch or curvature with Hex cap headed self drilling/tapping Stainlesssteel screws M6, 50 mm long with 3 mm EPDM seal washer etc. all inclusive of labour, scaffolding, T&P and sundries etc. complete as per directions of the Engineer-In-Charge. (Cost of truss/frame work shall be paid separately).12.65.1 0.56 mm, Aluminium Color coated troughed profile withcenter to center pitch of 200 mm, depth of 32 mm, overall profile width1092 mm, cover width 1000mm. |
| 20 | 12.66 Providing and fixing of Pre-coated colour or mill finish AluminiumRoofing Accessories in 0.71 mm thickness ,Alloy 31500 (IS designation) [Aluminium Alloy (AA) 3004 (ISO designation)] For color, coating shall be 5-7 microns epoxy primer on both sides of the sheet and polyester top coat 15-18 microns, using self drilling/tapping SS screws of size 6 x 50mm with 3mm thick EPDM sealand SS plain washer complete :12.66.1 Precoated/mill finish aluminium Ridges plain(500- 600mm) |
| 21 | 12.51 Providing and fixing precoated galvanised steel sheet roofingaccessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating120 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 : 12.51.4 Barge board (Upto 300 mm) |
| 22 | 12.45 Providing and fixing false ceiling at all height including providing andfixing of frame work made of special sections, power pressed fromM.S. sheets and galvanized with zinc coating of 120 gms/sqm (bothside inclusive) as per IS : 277 and consisting of angle cleats of size25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flangeof cleat fixed to the angle hangers of 25x10x0.50 mm 12.45.2 12.5 mm thick tapered edge Glass Reinforced Gypsum (GRG) board conforming to IS: 2095- (Part 3):1996(Boards with BIS certification marks) |
| 23 | 9.143 Providing and Fixing factory made uPVC door frame, made of uPVCexturded sections, of size 65 mm x 55 mm with wall thickness 2.0 mm(± 0.2 mm), corners of the door frame to be mitred cut and jointed withplastic brackets and stainless steel screws, reinforcing hinge sidevertical of the frames with PVC profile of Size 28 mm x 30 mm havingwall thickness 2 mm (±0.2 mm), including providing & fixing 3 nos of125 mm long stainless steel hinges to the frame, fixing the frame withjamb with required number & size of anchor dash fastners, all completeas per manufacturer's specification and direction of Engineer-in-charge. |
| 24 | 9.144 Providing and fixing 37 mm thick factory made PVC door shutter, stylesand rails made of PVC hollow section of size 100 mm x 37 mm with wall thickness 2 mm (± 0.2 mm), with inbuilt bead on one side, stylesand rails mitered cut and joint at the corners by means of 2 nos of plastic brackets of size 75 mm x 220 mm at each corner and stainlesssteel screws, reinforcing the hinge side of style by inserting PVC profile of size 28 mm x 30 mm, with wall thickness 2 mm ( ± 0.2 mm). Lockrail of size 100 mm x 37 mm, wall thickness 2 mm (+ 0.2 mm) will be fixedto the vertical styles. Providing with PVC snapfit beads and panel of size 100 mm x 20 mm, and inserting 2 nos tie bar of 6 mm dia and fastening with nuts and washers complete, all as per manufacturer's specification and direction of Engineer-in-charge. |
| 25 | 9.1 Providing wood work in frames of doors, windows, clerestory windowsand other frames, wrought framed and fixed in position with hold fastlugs or with dash fasteners o f required dia & length (hold fast lugs or 9.1.3 Kiln seasoned and chemically treated hollock wood |
| 26 | 9.5 Providing and fixing panelled or panelled and glazed shutters for doors,windows and clerestory windows, fixing with butt hinges of requiredsize with necessary screws, excluding panelling which will be paid forseparately, all complete as per direction of Engineer-in-charge. (Note:-Butt hinges and necessary screws shall be paid separately) 9.5.1 Second class teak wood9.5.1.1 35 mm thick shutters |
| 27 | 13.50 Applying priming coat:13.50.1 With ready mixed pink or Grey primer of approved brandand manufacture on wood work (hard and soft wood) |
| 28 | 13.51 Painting with silicon & acrylic emulsion based water thinnable sealerof approved brand and manufacture on wet or patchy portion of plastered surfaces : 13.51.2 Two coats |
| 29 | 21.10 Providing and fixing double glazed hermetically sealed glazing inaluminium windows, ventilators and partition etc. with 6 mm thickclear float glass both side, having 12 mm air gap, including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant) etc. as per specifications, drawings and direction of Engineer-in-charge complete. |
| 30 | 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 |
| 31 | 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 dyedto required colour or shade, with necessary screws etc. complete :9.97.1 300x10 mm |
| 32 | 9.97.4 150x10 mm |
| 33 | 13.80 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wallsurface to prepare the surface even and smooth complete. |
| 34 | 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 sqmover and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 35 | 9.48 Providing and fixing M.S. grills of required pattern in frames of windowsetc. with M.S. flats, square or round bars etc. including priming coatwith approved steel primer all complete 9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc. |
| 36 | 13.52 Finishing with Epoxy paint (two or more coats) at all locations preparedand applied as per manufacturer's specifications including appropriatepriming coat, preparation of surface, etc. complete.13.52.1 On steel work |
| 37 | 4.1 Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinthlevel : 4.1.6 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from naturalsources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 38 | 11.40 Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1stquality conforming to IS : 15622, of approved make, in all colours, shades,except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick CementMortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry@ 3.3 kg/ sqm including pointing the joints with white cement andmatching pigments etc., complete. |
| 39 | 11.41 Providing and laying vitrified floor tiles in different sizes (thickness to bespecified by the manufacturer) with water absorption less than 0.08%and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand),jointing with grey cement slurry @ 3.3 kg/ sqm including grouting thejoints with white cement and matching pigments etc., complete. 11.41.2 Size of Tile 600x600 mm |
| 40 | 4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand (zone-III) derived from natural sources : 6 graded stoneaggregate 20 mm nominal size derived from natural sources) over 75mmthick bed of dry brick ballast 40 mm nominal size, well rammed andconsolidated and grouted with fine sand, including necessary excavation,levelling & dressing & finishing the top smooth. |
| 41 | Appron Drain 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. |
| 42 | 16.12 Dry brick pitching half brick thick in drains including supply of bricksand preparing the surface complete :16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 43 | 4.1 Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinthlevel : 4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from naturalsources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 44 | 6.12 Half brick masonry with common burnt clay F.P.S. (non modular) bricksof class designation 7.5 in foundations and plinth in :6.12.1 Cement mortar 1:3 (1 cement : 3 coarse sand) |
| 45 | 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 |
| 46 | Septic Tank 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. |
| 47 | 16.12 Dry brick pitching half brick thick in drains including supply of bricksand preparing the surface complete :16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 48 | 4.1 Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinthlevel : 4.1.4 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from naturalsources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 49 | 6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in foundation and plinth in:6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 50 | 6.12 Half brick masonry with common burnt clay F.P.S. (non modular) bricksof class designation 7.5 in foundations and plinth in :6.12.1 Cement mortar 1:3 (1 cement : 3 coarse sand) |
| 51 | 5.22 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 52 | 5.9 Centering and shuttering including strutting, propping etc. and removalof form for 5.9.3 Suspended floors, roofs, landings, balconies and access platform |
| 53 | 5.1 Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement - All work up to plinth level :5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) |
| 54 | 13.2 15 mm cement plaster:13.2.1 1:4 (1 cement : 4 fine sand) |
| 55 | 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 |
| 56 | 0362 Brick bats |
| 57 | Electrification 1.8 Wiring for light point/ fan point/ exhaust fan point/ call bellpoint with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVCconduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required.1.8.1 Group A |
| 58 | 1.8.2 Group B |
| 59 | 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 asrequired. 1.14.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire |
| 60 | 1.14.3 2 X 4 sq. mm + 1 X 4 sq. mm earth wire |
| 61 | 1.14.4 2 X 6 sq. mm + 1 X 6 sq. mm earth wire |
| 62 | 1.22 Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required. 1.22.3 150 mm X 75 mm X 60 mm deep |
| 63 | 1.22.6 200 mm X 125 mm X 60 mm deep |
| 64 | 1.24 Supplying and fixing following modular switch/ socket on theexisting modular plate & switch box including connections but excluding modular plate etc. as required.1.24.1 5/6 A switch |
| 65 | 1.28 Supplying and fixing following Modular base & cover plate onexisting modular metal boxes etc. as required. 1.28.3 4 Module |
| 66 | 1.25 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. |
| 67 | 1.29 Supplying and fixing metal box of 150mm X 75mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 A socket outlet and 5/6 A piano type switch, connections, painting etc. as required. |
| 68 | 1.34 Supplying and fixing brass batten/ angle holder including connection etc. as required. |
| 69 | 1.44 Installation, testing and commissioning of ceiling fan, includingwiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable etc. as required. |
| 70 | 2.3 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earthbar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)2.3.1 6 way , Double door |
| 71 | 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 offollowing poles in the existing MCB DB complete withconnections, testing and commissioning etc. as required.2.10.1 Single pole |
| 72 | 2.12 Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 2.12.2 63 A |
| 73 | 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. |
| 74 | 5.17 Providing and fixing 4.00 mm dia copper wire on surface or inrecess for loop earthing as required. |
| 75 | M.R-1 Supplying with including fitting fixing of wiring fan etc. as directed by the Department. |
| 76 | M.R-2 Supplying with including fitting fixing with tube light etc. as directed by the Department(Bajaj make) code No. 11249 liminaries type 18W.P white. |
| 77 | M.R-3 Supplying with including fitting fixing of LED Bulb 9 Watt etc. as directed bt the Department (LED home lighting solution) |
| 78 | M.R- 4 Supplying with including fitting fixing of exhause fan etc. as directed by the department |
| 79 | Water Supply and Sanitary 18.7 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 18.7.5 20 mm nominal dia Pipes |
| 80 | 18.7.2 20 mm nominal dia Pipes |
| 81 | 18.7.1 15 mm nominal dia Pipes |
| 82 | 18.15 Providing and fixing brass bib cock of approved quality :18.15.1 15 mm nominal bore |
| 83 | 18.16 Providing and fixing brass stop cock of approved quality :18.16.1 15 mm nominal bore |
| 84 | 18.17 Providing and fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end) : 18.17.2 32 mm nominal bore. |
| 85 | 18.21 Providing and fixing uplasticised PVC connection pipe with brassunions :18.21.1 30 cm length18.21.1.1 15 mm nominal bore |
| 86 | 18.22 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :18.22.1 100 mm diameter |
| 87 | 18.19 Providing and fixing gun metal non- return valve of approved quality(screwed end) : 18.19.3 40 mm nominal bore18.19.3.1 Horizontal |
| 88 | 17.7 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brasspillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:17.7.1 White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps |
| 89 | 17.10 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink asper IS:13983 with C.I. brackets and stainless steel plug 40 mm,including painting of fittings and brackets, cutting and making goodthe walls wherever required :17.10.1 Kitchen sink with drain board17.10.1.1 510x1040 mm bowl depth 250 mm |
| 90 | 17.31 Providing and fixing 600x450 mm beveled edge mirror of superiorglass (of approved quality) complete with 6 mm thick hard boardground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 91 | 17.73 Providing and fixing PTMT towel rail complete with brackets fixed towooden 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. |
| 92 | 12.41 Providing and fixing on wall face unplasticised Rigid PVC rain waterpipes conforming to IS : 13592 Type A, including jointing with sealring conforming to IS : 5382, leaving 10 mm gap for thermal expansion,(i) Single socketed pipes. 12.41.2 110 mm diameter |
| 93 | 12.42 Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.12.42.1 Coupler 12.42.1.2 110 mm |
| 94 | 12.42.3 Single tee with door 12.42.3.2 110x110x110 mm |
| 95 | 12.42.5 Bend 87.5° 12.42.5.2 110 mm bend |
| 96 | 17.71 Providing and fixing PTMT liquid soap container 109 mm wide, 125mm 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. |
| 97 | 17.81 Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape,size and pattern including integrated white vitreous china cistern ofcapacity 10 litres with dual flushing system, including all fittings andfixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge. |
| 98 | Approach Road 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. |
| 99 | 2.25 Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 100 | 16.12 Dry brick pitching half brick thick in drains including supply of bricksand preparing the surface complete :16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 101 | 6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in foundation and plinth in:6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 102 | 4.1 Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinthlevel : 4.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from naturalsources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 103 | 16.78 Construction of granular sub-base by providing close graded Materialconforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motorgrader on prepared surface and compacting with vibratory power rollerto achieve the desired density, complete as per specifications anddirections of Engineer-in-Charge.16.78.1 With material conforming to Grade-I (size range 75 mm to0.075 mm) having CBR Value-30 |
| 104 | 16.79 Providing, laying, spreading and compacting graded stone aggregate(size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. |
| 105 | 16.67 Providing and fixing at or near ground level factory made RCCpavement slab of M-30 grade of size 450x450x50 mm, includingreinforcement with 6 mm dia M.S. bars 4 nos on each side, includingsetting in position in footpath to the required level and line over a bedof 20 mm average thick cement mortar 1:5 (1 cement : 5 coarse sand), having joint thickness not more than 5mm except on curve, including filling of joints with same cement mortar and making grooves etc. complete as per direction of Engineer-in-charge. Please Enable Macros to View BoQ information |
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Tender Timeline
Oct 10, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 30, 2026
17:00 IST
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Upcoming · 2 daysOct 30, 2026
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