Tender For Construction Of Tribal Bhavan In Sy No 106/1 Of Village Panchayat Penha -De-Franca, Bardez, Goa
Tender Value
63.21 Crore
Estimated cost
Bid Submission
25 Aug 2026
8 days left
EMD
73.21 Lakhs
Bank guarantee accepted
Document Fee
40000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
goa → Goa
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Tribal Bhavan In Sy No 106/1 Of Village Panchayat Penha -De-Franca, Bardez, Goa
BOQ
| Sl. No. | Item Description |
| 1 | Felling trees of girth (measured at a height of 1. m. Above ground level) inluding cutting of trunks and branches removing the roots stacking the serviceable material and disposal of unserviceable material for all leads :Beyond 30 cm and upto 60 cm grith |
| 2 | Beyond 60 cm and upto 120 cm grith |
| 3 | Beyond120 cm and upto 240 cm grith |
| 4 | Beyond 240 cm girth |
| 5 | Surface dressing of ground including removing vegetation in equalities not exceeding 15 cm deep and disposal of rubbish lead upto 50 m and lift upto 1.5 m.Ordinary soil |
| 6 | Earthwork in surface excavation not exceeding 30 cm depth (but exceeding 1.5 m width as well as 10 sq.m on plan) including disposal of excavated earth beyond work site for all leads lift disposed earth to be leveled and neatly dressed in:Ordinary Soil |
| 7 | Earthwork in excavation by mechanical means (hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sq.m on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be leveled and neatly dressed including providing barricading, danger lighting guarding as directed in :All kinds of soil |
| 8 | All type of ordinary rock including all type of laterite rock, blasting prohibited |
| 9 | Hard Rock where blasting prohibited |
| 10 | Earthwork in excavation by mechanical means (hydraulic excavator) / manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 10 sq.m. 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.All kinds of soil. |
| 11 | Extra for additional depth of 1.5 m or part thereof in:All types of soil from 1.5M to 3.0M |
| 12 | from 3M to 4.5M |
| 13 | from 4.5M to 6M |
| 14 | Refilling the pipeline / foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge. |
| 15 | Supplying and filling in plinth under floors, trenches including watering ramming consolidating, dressing, complete.Sand |
| 16 | Moorum |
| 17 | Clearing jungle including up rooting of rank vegetation grass bush wood trees and sapling of girth upto 30 cm measured at a height of 1 m above ground level & removal of rubbish upto a distance of 50 mt. outside the periphery of the area cleared. (if however, only grass is met with the area will be measured and paid for under item 4001). |
| 18 | Providing anti - termite treatment to buildings conforming to I.S.S. 6113 part II 1971 (revised) including adopting precautions for health hazards and safety measures as required therein with the cost of all materials, chemicals, plants, equipments required for the treatment and furnishing a guarantee for a minimum period of 10 years from the date of completion including eradicating any infestation of termite free of cost during the guaranty period complete. (The payment will be made on plinth of the building. Pre construction |
| 19 | Disposal of moorum / building rubbish / malba / surplus excavated earth similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading Complete including Royalty |
| 20 | Filling of the plinth / foundation with outsource earthworks. |
| 21 | Masonry Work Pre-cast cement concrete solid block masonry of compressive strength 70 kg / cm2 in cement mortar 1:4 (1 cement : 4 corase sand) in foundation and plinth size of blocks (30 x 20 x 15) In foundation and plinth |
| 22 | Pre-cast cement concrete solid blocks masonry of compressive strength 70 kg / cm2 in cement mortar 1:4 (1 cement : 4 corase sand) in partition walls size of blocks (30 x 20 x 10) |
| 23 | Brick work using common burnt building bricks in cement mortar 1:4 (1 cement : 4 coarse sand) with bricks of class designation 75 kg/ cm2 (wire cut bricks)In foundation and plinth. |
| 24 | In superstructure upto floor five level. |
| 25 | Half brick masonry in cement mortar 1:4 (1 cement : 4 coarse, sand) with bricks of class designation 75 kg / sq. cm upto floor five level .Cement mortar 1:4 (1 cement :4 coarse sand) |
| 26 | Providing and laying Autoclave Aerated cementblocks masonry (Light Weight Foam ConcreteBlocks) with 100 mm thick AAC blocks in superstructure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand). Therate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work. |
| 27 | Plain Concrete workProviding & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in:All works upto plinth level |
| 28 | In retaining walls, return walls (any thk) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping bed blocks, anchor blocks, plain window sills, fillets etc, upto floor five level. |
| 29 | Providing & laying cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in:All works upto plinth level |
| 30 | In retaining walls, return walls(any thk) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping bed blocks, anchor blocks, plain window sills, fillets etc, upto floor five level. |
| 31 | Centering & shuttering including Strutting, Propping & removal of forms for :Foundations, footings, bases for columns and mass concrete. |
| 32 | vertical surfaces such as retaining walls, return walls, walls (any thk) including attached pilasters, buttresses, plinth and string courses, fillets, etc. |
| 33 | Columns, Pillars, piers, abutments, posts and strut, square, rectangular, polygon in plan. etc. |
| 34 | Providing and laying upto floor five level precast cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggregate 20 mm nominal size) including hoisting and setting in position in cement mortar 1:3 (1cement : 3 Coarse sand) including smooth finishing the exposed surfaces, with cement mortar 1:3 (1 cement: 3 fine sand) including centering and shuttering etc.Kerbs, steps and the like at or near ground level |
| 35 | String courses, copings, bed plates, anchor blocks, plain window sills and the like. |
| 36 | Small lintels not exceeding 1.5 m clear span, including coping and the like requiring form work to suspended portions. |
| 37 | Providing & laying damp proof course 40 mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone agg 12.5 mm nominal size). |
| 38 | Providing & laying damp proof course 50 mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone agg. 20 mm nominal size). |
| 39 | Making plinth protection 50mm thick of Cement Concrete 1:3:6 (1cement: 3 Coarse Sand: 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry laterite aggregate 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. |
| 40 | Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 m nominal size) excluding cost of centering, shuttering and finishing :In retaining walls, return walls (any thk) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping bed blocks, anchor blocks, plain window sills, fillets etc, upto floor five level. |
| 41 | Providing and laying in position ready mixed plain cement concrete,M-15 grade plain cement concrete (cement content considered @ 240 kg/cum). |
| 42 | All works above plinth and up to floor V level:M-15 grade plain cement concrete (cement content considered @ 240 kg/cum) |
| 43 | Reinforced Cement concrete.Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinfrocement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size)All works upto plinth level |
| 44 | In walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and structs etc. upto floor five level. |
| 45 | In beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases upto floor five level. |
| 46 | Providing and laying upto floor five level reinforced cement concrete (1:2:4) in kerbs, steps and the like excluding the cost of centering, shuttering and finishing and reinforcement (1 cement: 2 coarse sand: 4 graded grantic or basaltic aggreate 20mm nominal size. |
| 47 | Reinforced cement concrete work in vertical and horizontal fins individually or forming box louvers, facias and eaves boards upto floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1½ :3 (1cement: 1:1½ coarse sand: 3 graded stone agg 20mm nominal size). |
| 48 | Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, Footings, Bases for columns |
| 49 | Vertical surfaces such as retaing walls, return walls, Partitions, walls (any thickness) including attached Pilasters, Buttresses, Plinth and string courses, Fillets and the like |
| 50 | Columns, Piers, Pillars, Aburments, Posts and struts (square rectangle polygon in plan) |
| 51 | Sides and Soffits of beams, Beam Haunchings, Cantilever, Girders, Bressumers and Lintels plinth beams not exceeding 1m in depth |
| 52 | Staircases (except spiral staircases) excluding landing |
| 53 | Suspended floors, roofs landings, shelves & their supports |
| 54 | Vertical or horizontal fins individually forming box louvers or projected bands |
| 55 | Centering & shuttering including Strutting, Propping & removal of forms for sloping or battering surface (slabs, beams, louvers, etc) including folded platesCornices & Mouldings |
| 56 | Extra to be added for additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de- shuttering and de-centering at all levels, over a height of 3.5m, for every additional height of 1m or part thereof. (Plan area to be measured) Suspended floors, roofs, landings, beams and balconies (plan area to be measured). |
| 57 | Providing TMT steel reinforcement bars of (SAIL, TATA. VIZAG, JSW Steel Ltd.) (Confirming to IS 1786 of 1986) for RCC work (conforming to I.S. 1786 of 1986) including bending, binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member. |
| 58 | Providing Pre-cast cement concrete jali 1:2:4 (1 cement: 2 coarse sand: 4 stone aggreate 6mm nominal size) reinforced with 1.6mm dia mild steel wire including centering and shuttering, roughening, cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine snad) all complete excluding plastering of the jambs, sill sand soffits .50 mm thick |
| 59 | Providing and laying in position ready mixed concrete (RMC) with usage of Ordinary Portland Cement manufactured in fully automatic batching plant and transported to site of work in transit mixer for a lead upto 10kms having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C., from the transit mixer to the site of laying, excluding the cost of centering, shuttering, finishing and reinforcement including the cost of admixtures in recommended porportions as per IS : 9103 to accelerate / retard setting of concrete, improve workability without imparing strength and durability as per the directions of the engineerin-charge. All works upto floor V level.M-35 grade of concrete |
| 60 | M-40 grade of concrete |
| 61 | Providing and laying in position ready mixed concrete (RMC) with usage of Ordinary Portland Cement manufactured in fully automatic batching plant and transported to site of work in transit mixer for a lead upto 10kms having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C., from the transit mixer to the site of laying, excluding the cost of centering, shuttering, finishing and reinforcement including the cost of admixtures in recommended porportions as per IS : 9103 to accelerate / retard setting of concrete, improve workability without imparing strength and durability as per the directions of the engineerin-charge. All works upto floor V level.M-50 grade of concrete |
| 62 | Constructing cast-in situ RCC diaphragm wall by providing and laying machine batched, machine mixed, self compacting, ready mix reinforced cement concrete, tramie controlled, of M 30 grade using minimum 400 kg. cement per cum of concrete including providing and mixing required admixtures in recommended proportions as per IS:9103, as approved by the Engineer-in-charge, for achieving 150- 200mm slump, for diaphragm wall having thickness as per approved structural design not exceeding 600 mm, in panels of required depth and lengths as per approved drawing, including constructing necessary guide walls as required and as specified including boring in all kinds of soils and rocks, including working in or under water and / or liquid mud,in foul conditions and pumping or bailing out of water and removing slush, including disposal of earth / rock / slush etc. for all leads and all lifts, including preparing, providing and re-circulating bentonite slurry in the trench as and when required for all depths, including agitating bentonite slurry during trenching etc., providing and fixing stop ends or form tubes, upto the required depth of diaphragm wall including extracting the same after casting, including chipping off the bentonite adulterated concrete or unsound concrete up to the cut off level for obtaining the sound concrete, dressing undulations on the exposed face of diaphragm wall after excavation by chipping / chiseling etc. including filling the depression / cavities with sound concrete etc. complete and as directed by the Engineer- in-charge, including providing recess for bearing plates and fixing insert boxes for inclined rock anchors etc. complete as per the specifications and approved design and as directed by the Engineer-in-charge, but excluding the cost of reinforcement and inserts. |
| 63 | Providing and placing in position controlled cement concrete of M-40 grade using minimum cement content as 400Kg/cum and max water cement ratio of 0.40 for Prestressed Concrete Girders as per detailed drawings and designs having form finish surfaces including formwork on casting bed and temporary supports as necessary and required, compacting by vibrators, levelling, curing and finishing etc. complete as specified and directed including launching the girders in position using plant and equipment and providing erecting and removing the temporary staging as necessary and required etc. complete as specified and directed excluding reinforcement and placing in position. (Using RMC/Batch Mix Plant, Tansit Mixer and Concrete Pump).PSC M-40 GradeUsing RMC/Batch Mix Plant, Tansit Mixer and Concrete PumpFor solid slab / voided slab super-structureFloor Height upto 5m. Note: - The quantity shall be measured every floor level and for the height of floor not exceeding 5.0 Mts and not the height of the building in totality for the purpose of quantity measurements and payment. |
| 64 | Providing and placing in position controlled cement concrete of M-40 grade using minimum cement content as 400Kg/cum and max water cement ratio of 0.40 for Prestressed Concrete Girders as per detailed drawings and designs having form finish surfaces including formwork on casting bed and temporary supports as necessary and required, compacting by vibrators, levelling, curing and finishing etc. complete as specified and directed including launching the girders in position using plant and equipment and providing erecting and removing the temporary staging as necessary and required etc. complete as specified and directed excluding reinforcement and placing in position. (Using RMC/Batch Mix Plant, Tansit Mixer and Concrete Pump).PSC M-40 GradeUsing RMC/Batch Mix Plant, Tansit Mixer and Concrete PumpFor T-beam & slab including girders etc upto any lift, leads etcFloor Height upto 5m. Note: - The quantity shall be measured every floor level and for the height of floor not exceeding 5.0 Mts and not the height of the building in totality for the purpose of quantity measurements and payment. |
| 65 | Wood WorksProviding woodwork in frames of doors, windows, clerestory windows trusses & other frames wrought framed and fixed in positon.First class Indian teak wood |
| 66 | Second class Indian teak wood |
| 67 | Providing and fixing 50 mm thick panelled glazed or panelled and glazed shutters for doors, windows and clerestory window including anodized aluminium butt hinges with necessary screws:First class Indian teak wood |
| 68 | Providing and fixing flush doors shutters commercial type, core of block board construction with frame of first class hard wood and well matched commercial ply veneering and vertical grains or cross bands and face veneers on the both faces of shutters.35mm thick including anodized aluminium butt hinges with necessary screws: |
| 69 | Providing and fixing bright finished brass door latch with necessary screws etc complete300x 16 x 5 mm |
| 70 | Providing & fixing bright finished brass 100 mm. mortice latch & lock & a pair of levers, handles with necessary screws etc. complete (Indian make of approved quality). |
| 71 | Providing & fixing bright finished brass 100 mm rim latch & lock & a pair of knob, with necessary screws etc. complete (Indian make of approved quality). |
| 72 | Providing and fixing chromium plated brass flush bolts with necessary screws etc. complete250 mm |
| 73 | Providing and fixing chromium plated brass handle with necessary screws etc. complete125 mm |
| 74 | Provided and fixing 150 mm chromium plated brass floor door stopper with rubber cushion screws etc. to suit shutters thickness complete. |
| 75 | Wood Finish Wood Core FRP (Fiber Reinforced Polymer) Door Shutter Manufacture, Supply and Installation (including accessories as mentioned below) of EPEE or equivalent Goan make FRP (Fiber Reinforced Polymer) door shutter of specified thickness as per options below by using tray system with seasoned hard wood, moisture less than 17%, wooden styles for Top rail and lock rails. FRP (Fiber Reinforced Polymer) laminate made up of 450 grams per sq.mts (gsm) chop strand matt and unsaturated polyester resin with viscosity range of 400/450 centipoises per second (cps) and printed matt havingwooden textures used along with UV Resistant resin to give the clear texture on the door. The core of shutter will be filled with MR 2nd grade Block Board. The Shutter to be water proof as well as mild acid / alkali resistant manufactured using RV TIFAC (R V Engineering College, Bangalore & Technology Information Forecasting & Assessment Council) technology in line with IS 13034 1990 test Standard in an ISO 9001 – 2015 certified factory.Accessories:i) S. S. Hinges 4” - 3 Nosii) S. S. Latch - 1 Noiii) Tower Bolt 5” - 2 Nosiv) Handle 5” - 2 NosNote: For 35 & 40mm thickness shutters, only frames of 5 x 2 ½ Cross section frames to be used.Shutter Thickness 32mm |
| 76 | Wood Finish Wood Core FRP (Fiber Reinforced Polymer) Door Shutter Manufacture, Supply and Installation (including accessories as mentioned below) of EPEE or equivalent Goan make FRP (Fiber Reinforced Polymer) door shutter of specified thickness as per options below by using tray system with seasoned hard wood, moisture less than 17%, wooden styles for Top rail and lock rails. FRP (Fiber Reinforced Polymer) laminate made up of 450 grams per sq.mts (gsm) chop strand matt and unsaturated polyester resin with viscosity range of 400/450 centipoises per second (cps) and printed matt havingwooden textures used along with UV Resistant resin to give the clear texture on the door. The core of shutter will be filled with MR 2nd grade Block Board. The Shutter to be water proof as well as mild acid / alkali resistant manufactured using RV TIFAC (R V Engineering College, Bangalore & Technology Information Forecasting & Assessment Council) technology in line with IS 13034 1990 test Standard in an ISO 9001 – 2015 certified factory.Accessories:i) S. S. Hinges 4” - 3 Nosii) S. S. Latch - 1 Noiii) Tower Bolt 5” - 2 Nosiv) Handle 5” - 2 NosNote: For 35 & 40mm thickness shutters, only frames of 5 x 2 ½ Cross section frames to be used.Shutter Thickness 35mm |
| 77 | FRP (Fiber Reinforced Polymer) Frames with Wood FinishManufacture, Supply and Installation (with anchor fastener) of EPEE or equivalent Goan make FRP (Fiber Reinforced Polymer) Frame of cross section as per options below with right angle joint and FRP (Fiber Reinforced Polymer) laminate made from 450 grams per sq.mts (gsm) chop strand glass fiber (matt) and unsaturated polyester resin with viscosity range of 400 / 450 centipoises per second (cps). The core of frame would be filled with seasoned wood as infill material. The slot of frame for door resting will be of suitable width so as to take specified thickness door. The frame will be water proof as well as mild acid / alkali resistant manufactured in an ISO 9001- 2015 certified company.Specified Cross Section :4” x 2 ½ “ |
| 78 | FRP (Fiber Reinforced Polymer) Frames with Wood FinishManufacture, Supply and Installation (with anchor fastener) of EPEE or equivalent Goan make FRP (Fiber Reinforced Polymer) Frame of cross section as per options below with right angle joint and FRP (Fiber Reinforced Polymer) laminate made from 450 grams per sq.mts (gsm) chop strand glass fiber (matt) and unsaturated polyester resin with viscosity range of 400 / 450 centipoises per second (cps). The core of frame would be filled with seasoned wood as infill material. The slot of frame for door resting will be of suitable width so as to take specified thickness door. The frame will be water proof as well as mild acid / alkali resistant manufactured in an ISO 9001- 2015 certified company.Specified Cross Section :5” x 2 ½ “ |
| 79 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type (BWP), core of block board construction with frame of 1 st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 80 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 81 | Steel & Aluminium workProviding and fixing M.S. fan clamp type 1or II of 16 mm dia M.S. bar bent to shape with hooke ends in R.C.C. slabs, beams during laying including painting the exposed portion of loop, all as per standard design complete. |
| 82 | Providing & fixing M.S. round holding down with nuts & Washer plates complete |
| 83 | Providing & fixing bolts with nuts & washer complete. |
| 84 | Providing & fixing M.S. Rivets of sizes in position. |
| 85 | Welding by gas plant (using Ador or ES4B or Deh Secheron make electrodes only) |
| 86 | Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings, the aluminium quality asper grade 6063 T5 or T6 as per BS 1474, including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer. (The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). |
| 87 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building, for all heights and all levels etc.including:a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick luminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc.c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing. The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assemble working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium items. The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. |
| 88 | Steel work welded (SAIL, TATA. VIZAG & using electrodes of Ador or ES4B or Deh Secheron make only) in built up sections trusses and framed work including cutting, hoisting, fixing in position and applying priming coat of red lead paint.In R.S. Joists |
| 89 | In tees, angles, flats and channels |
| 90 | Providing and fixing of aluminium windows with three tracks and three shutters sliding windows with tubular frame sections powder coated with pure polyster powder of thickness 15-80 microns with approved standard acessories such as ball bearing rollers concealed lock, 6mm plain clear glass with EPDM beading etc. |
| 91 | Flooring work52mm thick cement concrete flooring with metallic concrete hardener topping, under layer of 40 mm thick cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and top layers 12 mm thick metallic cement hardener constituting of mix 1:2 (1 cement: 2 graded stone aggregate 6 mm nominal size by volume with which metallic quality is mixed in ratio 4:1 (4 parts of cement: 1 part of metallic) hardening compound of approved floor hardening compound of approved quality) by weight, including finishing complete. |
| 92 | Kotah stone slab flooring over 20 mm (average) thick base laid over & jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing & complete with base of cement mortar 1:4 (1 cement : 4 coarse sand)20 mm thick. |
| 93 | Kotah stone slab flooring over 25 mm thick in risers of steps, skirtings, dado & pillars laid on 12mm (average) thick cement mortor 1:3 (1 cement : 3 coarse sand) & jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing & polishing complete. |
| 94 | Fixing glazed / ceramic / vitrified floor tiles with cement based high polymer midified quick-set tile adhensive (waterbased) conforming to IS 15477, using 5kg. Adhensive per sq.m. of tile area, in avg 3mm thickness . |
| 95 | Providing and and laying vitrified floor tiles in different sizes of Johnson, Somany, Kajaria (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622 of approved make in colours and shades as specified laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand) including grouting the joints with white cement and matching pigment etc., complete600 x 600 mm light Shades |
| 96 | 900 x 900 mm light Shades |
| 97 | Providing and fixing Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps and dados, jointing with grey cement slurry @3.3 kg per sqm, including pointing / grouting in white cement mixed with pigment of matching shade complete.600 x 600 mm - light Shades |
| 98 | 900 x 900 mm - light Shades |
| 99 | Providing and laying 500x500x40mm thick Turf paver (Turf pave XD) on 150mm thick sub grade of compacted bed of 20mm thick nominal size stone aggregate and base course and filling with 150mm thick jamuna sand including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge. |
| 100 | Providing and fixing removable raised / false access flooring with system and its components of approved make for different plenum height with possible height adjustment upto 50mm, comprising of modular load bearing floor panels supported on G.I. rectangular stinger frame work and G.I. Pedestal etc. all complete, as per the architectural drawings, as specified and as directed by Engineer-in-charge consisting of:(a) Providing at required spacing to form modular framework, pedestals made out of GI tube of thickness minimum 2mm and 25 mm outer diameter, fully welded on to the G.I. Base plate of size100mm x 100mm x 3mm at the bottom of the pedestal tube, G.I. pedestal head of size 75mmx75mmx3.5 mm welded with GI fully threaded stud 16mm outer diameter with two GI Check nuts screwed on the stud for level adjustment upto 50mm, locking and stabilizing the pedestal head in position at the required level. The pedestals shall be fixed to the subfloor (base) through base plate using epoxy based adhesive of approved make or the machine screw with rawl plug.(b) Stringers system in all steel construction hot dipped galvanized of rectangular size 570x20x30x0.80 mm thick having holes at both ends for securing the stringers on to the pedestal head using fully threaded screws ensuring maximum lateral stability in all directions, the grid formed by the pedestal and stringer assembly shall receive the floor panel, this system shall provide adequate solid, rigid support for access floor panel, the system shall provide a minimum clear uninterrupted clearance between the bottom of the floor for electrical conduits and wiring etc. all complete as per the architectural drawings, as specified and as directed by the Engineer-in-charge.(c) Providing and fixing Access Floor panel of 600 x 600x32mm medium grade Filled Steel anti static high pressure Lamination of 800H grade (FS800H). Access Floor panel shall be steel welded construction with an enclosed bottom pan with uniform pattern of 64 hemispherical cones. The top and bottom plates of Steel Gauges: top 0.6 mm and bottom 0.7 mm fused spot welded together (minimum 64 welds in each dome and 20 welds along each flange).The panel should be Corroresist epoxy coated for lifetime rust protection and cavity formed by the top and bottom plate is filled with Pyrogrip noncombustible Portland cementitious core mixed with lightweight foaming compound. The access floor shall be factory finished with Anti-static High Pressure laminate with Non Warp technology upto 1mm thickness for superior adhesion and Surface flatness within 0.75mm.The panel is to withstand a Concentrated Load of 363 kgs applied on area 25mm x 25mm without collapse in the centre of the panel which is placed on four steel blocks. The panel will withstand and Uniformly Distributed Load (UDL) minimum 1250 kg/sqm and an impact load of 50kg all complete as per the approved manufacturers specification and as per the direction of Engineer-in-charge. All specification must be printed on the side of the panel to ensure the quality of the product.300 mm Finished Floor Height (FFH) |
| 101 | Providing and laying in position approved Granolithic high gloss, super premium range 18mm thk Italian Marble flooring, steps in sizes and pattern including design inlay work in approved dark coloured italian marble (Strip design or irregular dark marble design patterns) wherever specified as shown in the drawing over and including avg. 25 to 30mm thk. 1:4 white cement mortar bedding, joints finished flush in matching colour cement, curing, rubbing, machine mirror grade polishing, washing, cleaning and sealer for anti-stain of Aqua mix brand etc. rate to include for levelling with min 3\\" PCC wherever level difference is observed to attain a uniform level, chipping of existing floor as required, complete and laying plastic sheet & 18mm thk. POP protective cover on flooring and removing as per the directions of Architect. The rate shall also include providing and fixing heavy duty brass patti of desired length, width for the areas of the inlay works etc complete as directed by the Architects. (Basic Rate of Italian Marble : Rs. 500/- Sq.ft.) |
| 102 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite of any colour and shade, area of slab over 0.50 sqm Jet Black |
| 103 | Cherry Red |
| 104 | Extra For Providing and Laying Blue / Black Pearl for dado cladding extra in varying sizes (only additiona rate is considered) |
| 105 | Providing and and laying antiskid floor tiles 12 x 12 upto 16 x 16 in of Johnson, Somany, Kajaria (thickness to be specified by the manufacturer) of 1st quality conforming to IS:15622 of approved make in shades as specified laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand) including pointing the joints with white cement and matching pigment etc., completeDark Shades |
| 106 | Light Shades |
| 107 | 25 mm wooden plank tongued and grooved, in flooring including fixing with iron screws complete withSecond class Indian teak wood. |
| 108 | Providing and and laying wooden finish / vertified Ceramic floor tiles in planks (thickness to be specified by the manufacturer) of 1st quality conforming to IS:15622 of approved make in colours on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand) including pointing the joints with white cement and matching pigment etc., complete |
| 109 | Providing and fixing 1st quality ceramic glazed wall tiles (Johnson, Somany, Kajaria ) conforming to IS:15622 (thickness to be specified by the manufacture 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 sq.m including pointing in white cement mixed with pigment of matching shade complete.Wall Ceramic Glazed Tiles : 300 x 600 |
| 110 | Extra for providing opening of required size & shape for wash basin / kitchen sink in kitchen platform, vanity counter and similar location in marble / Granite / Cuddapah stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. |
| 111 | Providing 20mm thick marble slab to urinal partitions with cement complete |
| 112 | Providing and laying in position approved Granolithic high gloss, super premium range 18mm ±2mm thk Italian Marble Cladding, Dado, Skirting, Riser (Beige Travertino or equivalent color, shade and texture as approved by the Architect & Engineer in charge) in size and pattern as per the directions and instructions of the Architect & Engineer in charge including Dark colored designer Inlays with 18mm ±2mm thk Italian Marble flooring (Dark Emperador, Rosalia, Himalayan Brown or equivalent color, shade and texture as approved by the Architect & Engineer in charge) over and including avg 25 mm thk. 1:4 white cement based mortar including adhesive from manufacturers like roffe, sunanda, etc. complete, bedding, joints finished and flushed in matching colour cement, curing, rubbing, machine mirror grade polishing, washing, cleaning and sealer for anti-stain of Aqua mix brand etc. Rate to include super premium high-glossy Diamond Polish including surface preparation, fillers etc complete & including chipping and leveling existing wall as required, laying plastic sheet protective cover on flooring and walls and removing as per the directions of Architect. The rate shall also include providing and fixing upto 4\\" PCC, which shall be provided as per the directions of the Architect so as to level the undulations & surfaces. |
| 113 | Extra For Providing and Laying Onyx Italian marble for dado cladding extra in varying sizes (only additiona rate is considered) |
| 114 | Roofing & Ceiling workProviding corrugated G.I. sheet roofing, fixed with galvanized iron j or 1 hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers filled with white lead complete excluding the cost of purlins rafter and trusses.0.63 mm thick sheet - 24 G |
| 115 | Providing valleys 90 cm overall in plain 1.60 mm thick G.I. sheet fixed with galvanized iron j or l hooks bolts 8mm dia G.I. limpet and bitumen washers complete. |
| 116 | Providing angular fillets 7.5 x 7.5 cm cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone) ggregate 20mm nominal size) |
| 117 | Making khurras 45 x 45cm with average minimum thickness of 5cm of cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 stone aggregate of 20mm nominal gauge) finished with 12mm cement plaster 1: 3 (1 cement: 3 coarse sand) & a coat of neat cement rounding the edges and making and finishing the outlet complete. |
| 118 | Supplying and Providing in position under deck 50mm thk non combustible Glass wool insulation 24 kg/m3 density with white prelaminated polypropelene facing (WMP-50) under the metallic roof complete for sound and heat insulation including cost of GI welded mesh of 75x75x1.60 thk streched over purlin complete. The GI Welded mesh should be primed and painted with min. 2 coats of superior quality ready mixed paint for steel work. |
| 119 | Plastering & Finishing works12mm cement plaster 1:6 (1 cement : 6 fine sand) |
| 120 | 15mm cement plaster 1: 4 (1 cement : 4 fine sand) on the rough side of single or half brick wall. |
| 121 | 18mm cement plaster in two coats under layer 12mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and top layer 6mm thick with cement plaster 1: 3 (1 cement : 3 coarse sand) finished with sponge. |
| 122 | 6mm cement plaster to ceiling 1: 3 (1 cement : 3 fine sand) |
| 123 | Extra for plastering exterior walls of height more than 10m from ground level for every additional height of 3m or part thereof. |
| 124 | Distempering two or more coats with oil bound washable distemper of approved brand and manufacture and of required shade on new work over and including a priming coat with distemper primer of approved brand and manufacture to give an even shade. |
| 125 | Providing and applying white cement based putty of average thickness 1.00mm of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 126 | Wall painting (two or more coats) with plastic emulsion paint of approved brand and manufacture on new work to give an even shade. |
| 127 | Applying priming coat with ready mixed primer of approved brand and manufacture on wood work complete. |
| 128 | Painting two or more coats (excluding priming coat) with superior quality ready mixed paint for wood work of approved brand & manufacture in all shades on new work to give an even shade. |
| 129 | LandScaping & HorticultureSupplying and stacking of good earth at site including royalty and cariage upto 1 Km (Earth measured in stacks will be reduced by 20% for payment) |
| 130 | Spreading of sludge, dump manure or / and good earth in required thickness (cost of sludge, dump manure or / and good earth to be paid separately). |
| 131 | 1) Grassing with “doob” grass including watering and maintenance of the lawn for 30 days or more till the grass forms of thick lawn free from weeds and fit for moving, including supplying good earth if needed. (Cost of “doob” grass not included )3) In rows 5 cm apart in either direction |
| 132 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in ratio of 2: 1 by volume (2 parts or stacked volume of earth after reduction by 20% and 1 part of stacked volume of manure after reduction by 40%) flooding with water, dressing including removal of rubbish & surplus earth if any with all leads & lifts (cost of manure or sludge of extra good earth if needed to be paid for separately)Holes 1.2m dia. and 1.2m deep |
| 133 | Trenching in ordinary soil upto a depth of 60cm including removal and stacking of serviceable materials and then disposing of by spreading and neatly levelling with in a lead of 50m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). |
| 134 | Supplying and stacking sludge at site including royalty and cariage upto 1 Km (sludge measured in stacks will be reduced by 8% for payment) |
| 135 | Supplying and stacking at site dump manure from approved source, including carriage upto 1 km (manure measured in stacks will be reduced by 8% for payment).Screened through sieve of I.S. designation 20mm |
| 136 | Preparation of beds for hedging and shrubbery by excavating 60cm deep and trenching the excavated base to a further depth of 30cm, refilling the excavated earth after breaking clods ands mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flodding with water, filling with earth if necessary, watering and finally fine dressing, levelling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and levelling as directed, within a lead of 50m lift upto 1.5m complete (cost of sludge, manure or extra earth to be paid for separately). |
| 137 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, dressing including removal of rubbish and surplus earth, if any with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately).Holes 60cm dia. and 60cm deep |
| 138 | Half brick circular tree guard in 50 class designation bricks, internal diameter 1.25 metre and height 1.2 metre above ground and 0.20m below ground bottom two courses laid dry and top three courses in lime mortar 1:2 (1 lime putty : 2 surkhi) or cement mortar 1:6 (1 cement : 6 fine sand) and intermedate courses being in dry honey comb masonary as per design complete.With common burnt clay F.P.S. (non modular) bricks of class designation 5.0 |
| 139 | Providing and laying Neelgiri / Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light waterning with sprinkler and maintenance for 30 days or more till the grass establish properly, as per direction of officer-in-charge. |
| 140 | Providing following Plants in the premisesProviding & planting plants as per approval on site with all neceesary supports, pots etc. complete as requiredIcora dwarf pink |
| 141 | Verigated brindanesse |
| 142 | Red canna |
| 143 | Cycus |
| 144 | Phoenix palm |
| 145 | Red palm |
| 146 | Nerium |
| 147 | Golden duranta |
| 148 | Pandanus |
| 149 | Alamanda |
| 150 | Alpenia |
| 151 | Limana |
| 152 | Ferns |
| 153 | Flowering plants e.g. champa |
| 154 | List of Trees:Cactus |
| 155 | Cassia fistula(Amaltaas) |
| 156 | Bombax malabaricum(savri/silk cotton) |
| 157 | Azadirachta Indica (Neem) |
| 158 | Ficus benglansis veriegada(wada) ficus a1 gold, ficus special |
| 159 | Saptaparni (alastonia) |
| 160 | Terminalia catappa (Indian Almond) |
| 161 | Glumohar/thevetia |
| 162 | Grivellea robusta (Silver oak) |
| 163 | Polytheli longifolia (Mast Tree) |
| 164 | Royal Palm |
| 165 | Sarace indica (Ashoka Umbrella) |
| 166 | Mimusopa elengi (bakul) |
| 167 | Bauhinia acumintawhite/purpurea blue(Kanchan) |
| 168 | Nyctanthes arbor tristis (Paarijatak) |
| 169 | Plumeria rubra(Champa/Frangipani) |
| 170 | Shrubs :a) Ficus Benjamina Bushy king sun loving |
| 171 | b) Ficus benjamina |
| 172 | Galphimia Glauca (Yellow) |
| 173 | Ixora singaporensis (Dark red) |
| 174 | Champa, Chameli, Ratrani, Juhi, Kanher, Kunda, Zhendu, Shevanti, Jai |
| 175 | Musanda (Pink+White +Dark red) |
| 176 | Roses hybrid tea / Roses florabanda |
| 177 | Thuja compacta |
| 178 | Agaves |
| 179 | Arica palm |
| 180 | Pentas lanceolata \\"Cemea\\" Yellow |
| 181 | Pentas lanceolata \\"Cemea\\" White |
| 182 | HEDGESGolden duranta(Yello) |
| 183 | Acalypha Wilkesiana Tricolour (red) |
| 184 | Mehandi hedge |
| 185 | Providing, supplying & errection in position Green Wall comprising of small shrubs, herbs flowering bushes, moss etc of size approximately 5.45 Mts X 4.0 Mts with all neceesary supports, pots, watering arrangement etc complete as per the direction of Architect & Engineer incharge |
| 186 | Providing, fixing & commissioning of water fountain asembly of Mushroom fountain water spray rounded including the brick work bund wall of a minimum of 0.6 m height including the necessary foundation support structure, R.C beams including jet ring with foaming brass nozzles of size 3/4\\", 27 nos of openings including all the necessary civil works, plumbing with Medium class G.I. pipe, electrification works etc complete including three coat painting to the pipes in synthetic enamel paint in sky blue shade including necessary dressing, waterproofing of the pit and including filling the entire area with white & coloured pebbles & artificial planters of approved height, finishing the bund wall with 18 mm thk approved granite slab of approved colour, texture, shade & size for vertical & top surfaces including supply & installation of submersible pump set, panel box & board to be placed in the nearest building from the water fountain. The rate shall also include the automatic timer controls for on-off operations, dimming features, Programmable color changing LED Based Floor mounted light Color-Programmable to be provided within the bund wall pit and made water tight, Electrical assessories, MCB's ammeter, voltmeter, single phasing preventer, indicating lights, etc, Weather proof body, Filtration system for water recycling & purification. etc complete and nothing extra shall be paid |
| 187 | Terrace GardenProviding & creating Terrace Garden including rockery garden and natural planters in metal boxes. The rate shall also include water body (fountain or water related artefact) to be supplied and installed in the centre or corner of the terrace garden and including shrubs & herbs of varying colurs & heights. The execution of the said work shall be quantified as a single lot for both the terraces on the floor and the contractor shall ausbmit the brochures & work experience of the agency, who shall be executing the said work including the work experience etc for approval. Basic capping rate for all the said items clubbed together including taxes, duties etc shall be Rs. 10,00,000 / -. Please Enable Macros to View BoQ information |
| 188 | Terrace GardenProviding & creating Terrace Garden including rockery garden and natural planters in metal boxes. The rate shall also include water body (fountain or water related artefact) to be supplied and installed in the centre or corner of the terrace garden and including shrubs & herbs of varying colurs & heights. The execution of the said work shall be quantified as a single lot for both the terraces on the floor and the contractor shall ausbmit the brochures & work experience of the agency, who shall be executing the said work including the work experience etc for approval. Basic capping rate for all the said items clubbed together including taxes, duties etc shall be Rs. 10,00,000 / -. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 05, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 25, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysAug 26, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 daysTender Documents
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