Tender For Renovation And Construction Of Dhh City Hospital Under 5T Transformation (Ama Hospital) At Brahmapur
Tender Value
2.44 Crore
Estimated cost
Bid Submission
22 Aug 2023
0 days left
EMD
2.44 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
brahmapur → Odisha
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Renovation And Construction Of Dhh City Hospital Under 5T Transformation ( Ama Hospital ) At Brahmapur Works
BOQ
| Sl. No. | Item Description |
| 1 | TOILET BLOCK |
| 2 | Earthwork in excavation in all types of soil for site leveling, foundation, pits, trenchesand other civil works upto and including 2.4metre depth and stacking the soil upto a lead of 100 metre and including dewatering, removing slush, shoring and strutting (as required), complete as per specification and as directed by the Engineer-In-Charge.All kind of soils. |
| 3 | Stoney earth . |
| 4 | Cutting hard rocks by using jack hammer with compressor (blasting prohibited) and to be removed by pick axes and crow bars to be paid on premeasurement and stacked in proper stacks separately complete as per drawing, design and direction of Architect/Engineer-in-charge. Hard rock . |
| 5 | Filling in foundation trenches and plinth, with excavated earth including laying the earth in layers not exceeding 23.5 cm thick ramming & watering with all leads & lifts including cost of all labour,T&P completed as directed by the Engineer-In-charge. |
| 6 | Supplying and filling sand in foundation and over areas including watering, ramming, consolidating and dressing, labours, tools, taxes etc. all complete as per the specification and direction ofEngineer-In-charge. |
| 7 | Providing and injecting chemical emulsion for PRE-CONSTRUCTIONAL anti-termite treatment and creating a chemical barrier under and alround the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, surrounding of pipes and conduits etc. complete (plinth area of the building at ground floor only shall be measured ) complete as per drawing, design and direction of Architect/Engineer-in-charge. as per IS code - (as per I.S.- 6313 (part II) - 1981 |
| 8 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well ramed, consolidated and grouted with fine sand and finishing the top smooth including shuttering at the edges, excavation and disposing of surplus earth with a lead of 100m. |
| 9 | Providing and laying plain cement concrete 1:3:6 (1 cement : 3 sand : 6 stone agregate 40mm nominal size) as levelling course in foundation and plinth etc. including tempering, curring, shuttering etc. complete all depth and height. |
| 10 | First class Fly ash Brick masonry usingbricks of size 23cm. x 11 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix( 1:6) with ordinary Portland slag cement(PSC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Foundation & Plinth including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-In-Charge. |
| 11 | First class Fly ash Brick masonry usingbricks of size 23cm. x 11 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix( 1:6) with ordinary Portland slag cement(PSC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Super stracture including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-In-Charge. Ground Floor |
| 12 | First class Fly ash Brick masonry usingbricks of size 23cm. x 11 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix( 1:4) with ordinary Portland slag cement(PSC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Super stracture including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-In-Charge. Ground Floor |
| 13 | Providing, lifting, hoisting and laying Reinforced cement concrete of M-25 grade as per approved designs and drawings having a minimum compressive strength (in work test) 25 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed andcleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portlandslag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position.Ground Floor a) Footing |
| 14 | b) Plinth beam. |
| 15 | c) Lintel |
| 16 | d) Chajja |
| 17 | e) Roof Beam |
| 18 | f) Roof Slab |
| 19 | g) Column. |
| 20 | Supplying, straightening, cutting, bending, placing in position and binding reinforcement steel work in RCC/reinforced brick works as per drawing and specification including preparation of respective bar bending schedule and binding ( Bindingwire to be used as per the IS code) etc. all complete as per direction of Engineer-in-charge Cold Twisted bars, Thermo-Mechanically-treated bars.Ground Floor |
| 21 | 12mm cement plaster on external RCC/brick surfaces incement plaster 1:6 (1 cement : 6 coarse sand) including necessary scaffolding, curing etc. all complete at all floors and all heights. Ground Floor |
| 22 | 16mm cement plaster on internal smooth side of RCC/brick surfaces with cement mortar of mix 1:6 (1 cement : 6 fine sand) including necessary scaffolding, curing etc. all complete at all floors and all heights.Ground Floor |
| 23 | 6 mm cement plaster on RCC surfaces at ceiling/slab soffit and other locations with cement mortar of mix 1:4 (1 cement : 4 fine sand) including necessary scaffolding, curing etc. all complete at all floors and all heights.Ground Floor |
| 24 | Providing and fixing 20mm thick Granite stone flooring(sample of Granitestone should be approved byEngineer-In-Charge) for stair case trade, riser and similar locations where ever required in horizontal/vertical surfaces of required size of approved shade, colour and texture, with moulding edge etc. laid over 20mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) with joints treated with white cement mixed with matching pigment, epoxy touch ups including rubbing, curing, moulding and polishing to give high gloss finish etc. complete as per direction of Engineer-in-charge. In all floors and all heights.Ground Floor |
| 25 | Providing and laying Matte Finish Vitrifiedfloor tiles 600x600/450x450 mm (thickness to be specified by the manufacturer) 1st quality conforming to IS: 15622 of NITCO, SOMANY, ASIAN, KAJARIA or equivalent approved make, colours & shades, except white, ivory, grey, fume red brown, laid on 20 mm thick cement mortar 1:4 (1cement:4coarse sand) including pointing the joints with white cement and matching pigments, etc. complete as per direction ofEngineer-In-Charge at all floors and all heights. (Basic Rate Tile-70/Sqft) Ground Floor |
| 26 | Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer) minimum thickness 5mm of NITCO, SOMANY, ASIAN, KAJARIAor equivalent approved make in all colours, shades except burgundy, bottle green, black of size 300x450/300x200 mm in skirting and dados over 12 mm thick bed of cement mortar 1:3 (1 cement : 3coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete as per direction of EIC. In all floors and all heights .(Basic Rate Tile-80/Sqft) Ground Floor |
| 27 | Providing & Fixing of WPC Door Frame size 5\" x 2.5\" having density 725kg/m3, make up of virgin polymer, wheat and rice husk fiber and Calcium silicate. 100% water proof, termite proof and fire retardant made of Alstone Chaukhat. The door will be provided with all necessary fitting & fixture of approved hardware and all materials complete as per direction of the Engineer-In-Chareg.Ground Floor |
| 28 | Providing & fixing WPC Door Shutter of thick 30mm with two side 1mm thick laminate Shutterhaving density 660kg/m3 make up virgin polymer with wheat and rice husk fiber. 100% water proof, termite proof and fire retardant made of Alstone WPC Door. The door will be provided with all necessary fitting & fixture of approved hardware and all materials complete as per direction of the Engineer-In-Chareg. Ground Floor |
| 29 | Providing and fixing of factory made approved brand UPVC sliding window (white colour or approved) complete with U value=1.9-1.3 W/m 2k, flame resistance, Mosquto Jalli , self extinguishing, lead free comprising UPVC multi chambered frame having in built UPVC roller track on top and UPVC sash with wall thickness of 2.3mm duly reinforced with G.I section 2.6 mm where ever required. All corners of frame and sash will be fusion welded. After placing12.5mm laminate glass (6mm clear toughtened +1.5 pvg laminate+5mm clear glass) Annealed glass in the sash, with suppord of hurricane bar for high wind support. uPVC glazing bead, interlock, EPDM gasket brush shall be providede including multi lock and rollers & proper drainage system shall be provided. window frame will be fixed to the wall with 100mm long and 8mm dia.Fasteners and after fixing the gap between frame and adjucent finished wall shall be filled with weather proof silicon sealant over backer rod of required size, of approved quality complete in all respect as per approved drawing & direction of the Engineer -In-Charge.Ground Floor |
| 30 | Providing and fixing M.S grill of required patterns for windows/verandahs etc. with M.S flats, square or round bars etc. including applying a coat of approved steel primer and two or more coats of synthetic enamel paint of approved make & shade, all complete as per drawing & specification. (Allsteel sections contractor\"s own supply) at all floors and all heights. Ground Floor |
| 31 | Providing & Painting with synthetic enamel paint of approved brand and manufacture to give an even shade as per the instruction of Engineer - In- Charge at all floors and all heights including all material & labour complete.Ground Floor |
| 32 | Providing & Applying priming one coat with Cement primer of approved brand and manufacture on plaster surface as per the instruction of Engineer-In-Charge at all elevations including all material & labour complete.Ground Floor |
| 33 | Providing and applying to outside walls with two or more coats ofAnti-Fungal Weather coat water proofing paint including scaffolding and cleaning the surface before application of approved colour and manufacture as per specification, instruction of Engineer-In-charge at all elevations including all material labour complete.Ground Floor |
| 34 | Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer,over the plastered wall surfaces to prepare the surface even and smooth as per the instruction of Engineer-In-Charge at all elevations including all material & labour complete.Ground Floor |
| 35 | Preparing surface and painting at all height with two or more coats of interior Plastic Emulsion \"Royale Shyne\" of Asian Paints or equivalent of approvedshade as per the instructions of the manufacturers; giving uniform shade etcin all heights of walls etc. including interiorwall primer & providing scaffolding, cleaning, curing and supply of all materials and labour complete as per drawing, design and direction of Architect/Engineer-In-Charge.Ground Floor |
| 36 | Supplying, fitting and fixing of Stainless steel of 304 grade in hand ralling using 50mm dia of 2mm thick circular pipe with Balustrade of size 32mm X 32mm X 2mm @ 0.90mtr. C/C and stainless square pipe bracing of size 32mm X 32mm X 2mm in 3 rows in stair case as per approved design and specification, buffing, polishing etc with cost, conveyance, taxes, all materials, labour, T&P etc. required for the complete in all respect.Ground Floor |
| 37 | Providing and laying grading conc. 25 mm (avg. thickness) cement concrete of required slope of mix 1:2:2 (1cement:2sand:2 graded stone aggregate of 10 mm nominal size) mixed with approved water proof compound as per manufacturer\"s specification on top of slab including cement slurry, all complete, including the cost of water proofing admixture, which should be approved by the Engineer-In-Charge prior to material procurement by the contractor.Ground Floor |
| 38 | Providing waterproofing for Toilet Floor & Wall:- Cleaning the inside surface &Application of two coats of sika Top seal 109 hi @ 2.2 Kg/Sqm.Over the bottom slab & side wall surface to protect against leakage & seepage finally covered with a cement mortar (1:4). make coving over floor to wall joints over a bond coat sika latex (1:4:6) & proper care should be taken to fill the pipe penetration points with sika Gard 694 fi (moisture resistance epoxy putty) complete as per manufacture specification and direction of Engineer-In-Charge.Note : All the waterproofing treatment shall be executed though a recognized water proofing agency approved by the engineer in charge . A written guarantee on non-judicial stamp paper shall be submitted by the contractor for a minimum period of 5(five) years from the certified date of completion for the satisfactory performance of the entire waterproofing treatment system. |
| 39 | PAVER ROAD |
| 40 | Earthwork in excavation in alltypes of soil for site leveling, foundation, pits, trenchesand other civil works upto and including 1.5metre lift and stacking the soil upto a lead of 100 metre and including dewatering, removing slush,shoring and strutting (as required), complete as per specification and as directed by the Engineer-In-Charge.All types of soil |
| 41 | Filling at all depth with available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 15cm in depth:consolidating each deposited layer by ramming and watering complete (lead upto 100m) as directed by the Engineer-In-charge. |
| 42 | Supplying offilling sand in foundation and over areas including watering,ramming, consolidating and dressing, labours, tools, taxes etc., all complete as per the specification and direction of Engineer-In-charge. |
| 43 | Providing and laying plain cementconcrete1:3:6 (1 cement: 3 sand: 6 stoneagregate 40mmnominal size) as levelling course in foundation and plinth etc. includingtempering, curring, shuttering etc.complete all depth and height. |
| 44 | Providing, lifting, hoisting and laying Reinforced cement concrete of M-25 grade as per approved designs and drawings having a minimum compressive strength (in work test) 25 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed andcleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portlandslag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position. |
| 45 | Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M-40 grade made by block making machine with storng vibratory compaction of approved size, design & shape, laid in required colour and pattern over and including 75mm thick sand filling.as per drawing, specification and direction of Engineer-In-charge. Red,Yellow or approved colour. |
| 46 | Providing & Painting with synthetic enamel paint of approved brand and manufacture to give an even shade as per the instruction of Engineer-In-Charge at all floors and all heights including all material & labour complete. |
| 47 | PARKING & PAVING |
| 48 | Earthwork in excavation in alltypes of soil for site leveling, foundation, pits, trenchesand other civil works upto and including 1.5metre lift and stacking the soil upto a lead of 100 metre and including dewatering, removing slush,shoring and strutting (as required), complete as per specification and as directed by the Engineer-In-Charge. |
| 49 | Filling at all depth with available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 15cm in depth:consolidating each deposited layer by ramming and watering complete (lead upto 100m) as directed by the Engineer-In-charge. |
| 50 | Supplying offilling sand in foundation and over areas including watering,ramming,consolidating and dressing, labours, tools, taxes etc., all complete as per the specification and direction of E.I.C. |
| 51 | Providing and laying plain cementconcrete1:3:6 (1 cement: 3 sand: 6 stoneagregate 40mmnominal size) as levelling course in foundation and plinth etc. includingtempering, curring ,shuttering etc.complete all depth and height. |
| 52 | Providing, lifting, hoisting and laying cement concrete of M-25 grade as per approved designs and drawings having a minimum compressive strength (in work test) 25 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed andcleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portlandslag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. |
| 53 | Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M-40 grade made by block making machine with storng vibratory compaction of approved size, design & shape, laid in required colour and pattern over and including 75mm thick sand filling.as per drawing, specification and direction of Engineer-In-charge. Red,Yellow or approved colour. |
| 54 | Providing & Painting with synthetic enamel paint of approved brand and manufacture to give an even shade as per the instruction of Engineer - In-Charge at all floors and all heights including all material & labour complete. |
| 55 | Landscaping |
| 56 | Earth work in Ordinary soil for small trees with initial lead and lift including rough dressing in layers not exceeding 0.3m in depth of size 0.2x0.2x0.2 m. @ 138.71/cum and the Earth transported by transport vehicles as directed by the Engineer-in-charge. |
| 57 | Earth work in Ordinary soil for big trees with initial lead and lift including rough dressing in layers not exceeding 1m in depth of size 0.60mx0.60mx0.75 m. @ 138.71/cum and the Earth transported by transport vehicles as directed by the Engineer-in-charge. |
| 58 | Filling pits with fertile soil/ silt including carriage up to each pit by tractor/ truck up to site and by head load up to pit.Pit size0.2x0.2x0.2 m |
| 59 | Pit size 0.60mx0.60mx0.75 m |
| 60 | Application of organic manure (FYM/cimpost/sludge) Including carriage upto pitBy tractor/truck upto site and by head lord upto pit Pit size0.2x0.2x0.2 m |
| 61 | Pit size 0.60mx0.60mx0.75 m |
| 62 | Application of chemical fertilisers npk and insecticited/termicide including cost of materials/carriage and cost of application.Pit size 0.20mtx 0.20mtx0.20mt @ 50gm of NPK and 10gm of termicides. |
| 63 | Pit size 1.00mtx 0.60X0.60X0.75 cum @ 50gm of NPK and 10gm of termicides. |
| 64 | Cost of planting including mixing of manure, fertilizer, pesticides and initial watering. For shrub category |
| 65 | For tree category |
| 66 | Supporting plants with stakes including cost of stakes.For shrub category |
| 67 | For tree category |
| 68 | Supply, Filling, Spreading of Good earth, Garden Soil including cost of material, carriage, labour and cost of application.Lawn area |
| 69 | Contingent expenditure including cost of ropes, implement,baskets, drums etc. |
| 70 | Cost of planting trees & palm including transportation upto site ( including Providing, Laying,loading, unloading, transportation, royalties, cost of all materials, labour, sundries, T&P, scaffolding, watering and curing etc. complete in all respect as per specification and direction of Engineer-in-charge.) Hibiscus tiliaceus variegated8-10\" |
| 71 | Cordia sebestena 8-10\" |
| 72 | Tabebuia chrysantha 8-10\" |
| 73 | Alstonia scholaris 8-10\" |
| 74 | Millingtonia hortensis 8-10\" |
| 75 | Cassia nodosa 8-10\" |
| 76 | Bombax ceiba 8-10\" |
| 77 | Spathodea campanulata 8-10\" |
| 78 | Melia azardirach 8-10\" |
| 79 | Podocarpus macrophyllus 8-10\" |
| 80 | Plumeria alba 8-10\" |
| 81 | Michelia champaca 8-10\" |
| 82 | Albizia lebbeck 8-10\" |
| 83 | Arecanut palm 5-6\" |
| 84 | Foxtail Palm 8-10\" |
| 85 | Arenga palm 8-10\" |
| 86 | Bottle palm 8-10\" |
| 87 | Veitchia golden 5-6\" |
| 88 | Cost of planting shrubs including transportation upto site ( including Providing, Laying,loading, unloading, transportation, royalties, cost of all materials, labour, sundries, T&P, scaffolding, watering and curing etc. complete in all respect as per specification and direction of Engineer-in-charge) Small Palms Bauhinia tomentosa 3-4\" |
| 89 | Tecoma gaudichaudi 3-4\" |
| 90 | Calliandra haematocephala rubra 3-4\" |
| 91 | Calliandra brevipes 3-4\" |
| 92 | Limonia spectabilis3-4\" |
| 93 | Murraya exotica 3-4\" |
| 94 | Sanchezia nobilis 3-4\" |
| 95 | Eugenia myrtifolia 3-4\" |
| 96 | Nicodivia spp 3-4\" |
| 97 | Jatropha panduraefolia green 3-4\" |
| 98 | Cerbera odollam 3-4\" |
| 99 | Ficus reginald 3-4\" |
| 100 | Loropetalum chinensis 3-4\" |
| 101 | Juniperus golden 3-4\" |
| 102 | Thuja compacta 3-4\" |
| 103 | Canna dwarf 1-2\" |
| 104 | Heliconia psittacorum 1-2\" |
| 105 | Dianella spp 1-2\" |
| 106 | Hymenocallis lily 1-2\" |
| 107 | Crinum red lily 1-2\" |
| 108 | Pandanus yellow 1-2\" |
| 109 | Zephyranthes lily 1-2\" |
| 110 | Russelia juncea yellow 1-2\" |
| 111 | Alpinia zerumbet 1-2\" |
| 112 | Malphigia variegated 1-2\" |
| 113 | Dracaeana Mahatma red 1-2\" |
| 114 | Ixora Thai White 1-2\" |
| 115 | Plumbago capensis 1-2\" |
| 116 | Acalypha rosea 1-2\" |
| 117 | Alternathera spp red/yellow 1-2\" |
| 118 | Iresine herbestii 1-2\" |
| 119 | Cuphea hyssopifolia 1-2\" |
| 120 | Lantana sellowiana 1-2\" |
| 121 | Lantana depressa red/yellow 1-2\" |
| 122 | Ipomoea Purple 1-2\" |
| 123 | Monstera spp 1-2\" |
| 124 | Money plant large leaved 1-2\" |
| 125 | Mini tagar variegated 1-2\" |
| 126 | Areca Palm 1-2\" |
| 127 | Allamanda dwarf 1-2\" |
| 128 | Graptophyllum spp 1-2\" |
| 129 | Eranthemum tricolor 1-2\" |
| 130 | Justicia variegated 1-2\" |
| 131 | Barleria cristata 1-2\" |
| 132 | Verbena perennial 1-2\" |
| 133 | Development of lawn Clearance of site, excavation of around upto a depth of 30cm, removal of excavated materials to outside for dumping at suitable places. |
| 134 | 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 Engineer-In-charge.Mexican grass |
| 135 | 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.Broad leaf grass |
| 136 | Signages |
| 137 | STAINLESS Steel 3D LETTERS :Design, Composition, Supply & Installation of \"NAME PLATE\" for building facade, signage letters of Stainless Steel 304 graded 18swg laser sheet cut fabricated letters for text: as per requirement & design, with 25mm lipping in 22swg Stainless steel sheet 304, Polyurethane Coating (PU Coated) in color specified, with concealed lighting behind the letters in White LED Modules of Samsung / Philips make in 0.72 watts, with requisite Power supply of Meanwel branded with 2 years warranty, along with Breaker and Legrand / L&T timer, to be mounted on Syntax junction box to be fixed near sign location; Power should be provided near sign locations; all wiring has to be concealed and should not be visible, all fixtures should be in Stainless Steel / aluminium, concealed behind the letters. |
| 138 | External Direction Signage: Design, Composition, Supply & Installation of single sided non-lit External Multi Directional Signage structural steel frame made out of medium duty 50mm square pipe section, gusset plate 6mm thick and two base plates of size 400X400X10mm, red oxide primer with two coat of synthetic enamel painting, fixing of base plate to foundation through anchor bolt , providing & fixing ACP Sheet 3mm in cladding, 3M (3630/3650 series) Vinyl of background with High Intensity Prismatic (HIP) reflective sheet, selfadhesive graphics with 3M Scotchcal and mounting with 3M approved tensioning system etc. complete as per drawing and specification. |
| 139 | Design, Composition, Supply & Installation of double sided non-lit External Multi Directional Signage with pole of 72x72x2.5mm, structural steel frame made out of medium duty, 50mm & 25mm square pipe section and base plate 300X300X10mm, red oxide primer with two coat of smoke grey shade epoxy painting, fixing of base plate to foundation through anchor bolt, providing & fixing ACP Sheet 3mm in cladding, 3M Vinyl of background with High Intensity Prismatic (HIP) reflective sheet, self-adhesive graphics with 3M Scotchcal and mounting with 3M double sided VHB Tape etc. complete as per drawing and specification. |
| 140 | FRP Signages Designing, Composition, Supply, Casting, Transporting and Installation of FRP Signages of Minimum thickness 2mm with approved texture, colour, shape and size etc. with required Hardware fittings/SS Chain as and where required including placing in suitable position etc. complete as per directions of Engineer-in-charge or as directed by Project Architect. |
| 141 | Boundary Wall |
| 142 | Earthwork in excavation in alltypes of soil for site leveling, foundation, pits, trenchesand other civil works up to and including 1.5 metre lift and stacking the soil upto a lead of 100 metre and including dewatering, removing slush,shoring and strutting (as required), complete as per specification and as directed by the Engineer-In-Charge. |
| 143 | Filling at all depth with available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 15cm in depth: consolidating each deposited layer by ramming and watering complete (lead upto 100m) as directed by the Engineer-In-charge. |
| 144 | Supplying offilling sand in foundation and over areas including watering,ramming, consolidating and dressing, labours, tools, taxes etc. all complete as per the specification and direction of E.I.C. |
| 145 | Providing and laying plain cementconcrete 1:3:6 (1 cement: 3 sand: 6 stoneaggregate 40mmnominal size) as levelling course in foundation and plinth etc. includingtempering, curring, shuttering etc. complete all depth and height. |
| 146 | Brick work with Fly ash Bricks in cement mortar (1:6) in Foundation & Plinth having crushing strength not less than 75.00 kg/cm2 immerging the bricks in water not less than six hours before use in masonary. |
| 147 | Brick work with Fly Ash bricks in cement mortar (1:6) in superstructure having crushing strength not less than 75.00 kg/cm2 immerging the bricks in water not less than six hours before use in masonary . |
| 148 | Providing, lifting, hoisting and laying Reinforced cement concrete of M-25 grade as per approved designs and drawings having a minimum compressive strength (in work test) 25 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed andcleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portlandslag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position. a) Footings :- |
| 149 | b) Columnup to plinth- |
| 150 | c) Plinth beam :- |
| 151 | d) Columnup to Top |
| 152 | e)Top Beam |
| 153 | Supplying, straightening, cutting, bending, placing in position and binding reinforcement steel work in RCC/reinforced brick works as per drawing and specification including preparation of respective bar bending schedule and binding ( Bindingwire to be used as per the IS code) etc. all complete as per direction of Engineer-In-Charge Cold Twisted bars, Thermo-Mechanically-treated bars. |
| 154 | 16mm cement plaster on external RCC/brick surfaces incement plaster 1:6 (1 cement:6coarse sand) including necessary scaffolding, curing etc. all complete at all floors and all heights. |
| 155 | Providing & applying priming coat with Cement primer of approved brand and manufacture on plaster surface as per the instruction of Engineer-In-Charge at all elevations including all material & labour complete. |
| 156 | Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer, over the plastered wall surfaces to prepare the surface even and smooth as per the instruction of Engineer-In-Charge at all elevations including all material & labour complete. |
| 157 | Providing and applying to outside walls with two or more coats of Anti-Fungal Weather coat water proofing paint including scaffolding and cleaning the surface before application of approved colour and manufacture as per specification, instruction of Engineer-In-Charge at all elevations including all material labour complete. |
| 158 | Providing and fixing M.S grill & Angle Gate of required patterns for Ventilator & RoomShutter etc. with M.S flats, square or round bars etc. including applying a coat of approved steel primer and two or more coats of synthetic enamel paint of approved make & shade, all complete as per drawing & specification. (Allsteel sections contractor\"s own supply). |
| 159 | Providing & Painting with synthetic enamel paint of approved brand and manufacture to give an even shade as per the instruction of Engineer-In-Charge at all floors and all heights including all material & labour complete. |
| 160 | TOILET (OPD STAFF) |
| 161 | Earthwork in excavation in all types of soil for site leveling, foundation, pits, trenchesand other civil works upto and including 2.4metre depth and stacking the soil upto a lead of 100 metre and including dewatering, removing slush, shoring and strutting (as required), complete as per specification and as directed by the Engineer-In-Charge. All kind of soils. |
| 162 | Stoney earth . |
| 163 | Cutting hard rocks by using jack hammer with compressor (blasting prohibited) and to be removed by pick axes and crow bars to be paid on premeasurement and stacked in proper stacks separately complete as per drawing, design and direction of Architect/Engineer-in-charge. Hard rock . |
| 164 | Filling in foundation trenches and plinth, with excavated earth including laying the earth in layers not exceeding 23.5 cm thick ramming & watering with all leads & lifts including cost of all labour,T&P completed as directed by the Engineer-In-charge. |
| 165 | Supplying and filling sand in foundation and over areas including watering, ramming, consolidating and dressing, labours, tools, taxes etc. all complete as per the specification and direction ofEngineer-In-charge. |
| 166 | Providing and injecting chemical emulsion for PRE-CONSTRUCTIONAL anti-termite treatment and creating a chemical barrier under and alround the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, surrounding of pipes and conduits etc. complete (plinth area of the building at ground floor only shall be measured ) complete as per drawing, design and direction of Architect/Engineer-in-charge. as per IS code - (as per I.S.- 6313 (part II) - 1981 |
| 167 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well ramed, consolidated and grouted with fine sand and finishing the top smooth including shuttering at the edges, excavation and disposing of surplus earth with a lead of 100m. |
| 168 | Providing and laying plain cement concrete 1:3:6 (1 cement : 3 sand : 6 stone agregate 40mm nominal size) as levelling course in foundation and plinth etc. including tempering, curring, shuttering etc. complete all depth and height. |
| 169 | First class Fly ash Brick masonry usingbricks of size 23cm. x 11 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix( 1:6) with ordinary Portland slag cement(PSC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Foundation & Plinth including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-In-Charge. |
| 170 | First class Fly ash Brick masonry usingbricks of size 23cm. x 11 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix( 1:6) with ordinary Portland slag cement(PSC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Super stracture including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-In-Charge.Ground Floor |
| 171 | First class Fly ash Brick masonry usingbricks of size 23cm. x 11 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix( 1:4) with ordinary Portland slag cement(PSC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Super stracture including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-In-Charge. Ground Floor |
| 172 | Providing, lifting, hoisting and laying Reinforced cement concrete of M-25 grade as per approved designs and drawings having a minimum compressive strength (in work test) 25 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed andcleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portlandslag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position. Ground Floora) Footing |
| 173 | b) Plinth beam. |
| 174 | c) Lintel |
| 175 | d) Chajja |
| 176 | e) Roof Beam |
| 177 | f) Roof Slab |
| 178 | g) Column. |
| 179 | Supplying, straightening, cutting, bending, placing in position and binding reinforcement steel work in RCC/reinforced brick works as per drawing and specification including preparation of respective bar bending schedule and binding ( Bindingwire to be used as per the IS code) etc. all complete as per direction of Engineer-in-charge Cold Twisted bars, Thermo-Mechanically-treated bars. Ground Floor |
| 180 | 12mm cement plaster on external RCC/brick surfaces incement plaster 1:6 (1 cement : 6 coarse sand) including necessary scaffolding, curing etc. all complete at all floors and all heights. Ground Floor |
| 181 | 16mm cement plaster on internal smooth side of RCC/brick surfaces with cement mortar of mix 1:6 (1 cement : 6 fine sand) including necessary scaffolding, curing etc. all complete at all floors and all heights. Ground Floor |
| 182 | 6 mm cement plaster on RCC surfaces at ceiling/slab soffit and other locations with cement mortar of mix 1:4 (1 cement : 4 fine sand) including necessary scaffolding, curing etc. all complete at all floors and all heights. Ground Floor |
| 183 | Providing and fixing 20mm thick Granite stone flooring(sample of Granitestone should be approved byEngineer-In-Charge) for stair case trade, riser and similar locations where ever required in horizontal/vertical surfaces of required size of approved shade, colour and texture, with moulding edge etc. laid over 20mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) with joints treated with white cement mixed with matching pigment, epoxy touch ups including rubbing, curing, moulding and polishing to give high gloss finish etc. complete as per direction of Engineer-in-charge. In all floors and all heights. Ground Floor |
| 184 | Providing and laying Matte Finish Vitrifiedfloor tiles 600x600/450x450 mm (thickness to be specified by the manufacturer) 1st quality conforming to IS: 15622 of NITCO, SOMANY, ASIAN, KAJARIA or equivalent approved make, colours & shades, except white, ivory, grey, fume red brown, laid on 20 mm thick cement mortar 1:4 (1cement:4coarse sand) including pointing the joints with white cement and matching pigments, etc. complete as per direction ofEngineer-In-Charge at all floors and all heights. (Basic Rate Tile-70/Sqft) Ground Floor |
| 185 | Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer) minimum thickness 5mm of NITCO, SOMANY, ASIAN, KAJARIAor equivalent approved make in all colours, shades except burgundy, bottle green, black of size 300x450/300x200 mm in skirting and dados over 12 mm thick bed of cement mortar 1:3 (1 cement : 3coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete as per direction of EIC. In all floors and all heights .(Basic Rate Tile-80/Sqft)Ground Floor |
| 186 | Providing & Fixing of WPC Door Frame size 5\" x 2.5\" having density 725kg/m3, make up of virgin polymer, wheat and rice husk fiber and Calcium silicate. 100% water proof, termite proof and fire retardant made of Alstone Chaukhat. The door will be provided with all necessary fitting & fixture of approved hardware and all materials complete as per direction of the Engineer-In-Charge. Ground Floor |
| 187 | Providing & fixing WPC Door Shutter of thick 30mm with two side 1mm thick laminate Shutterhaving density 660kg/m3 make up virgin polymer with wheat and rice husk fiber. 100% water proof, termite proof and fire retardant made of Alstone WPC Door. The door will be provided with all necessary fitting & fixture of approved hardware and all materials complete as per direction of the Engineer-In-Chareg. Ground Floor |
| 188 | Providing and fixing of factory made approved brand UPVC sliding window (white colour or approved) complete with U value=1.9-1.3 W/m 2k, flame resistance, Mosquto Jalli , self extinguishing, lead free comprising UPVC multi chambered frame having in built UPVC roller track on top and UPVC sash with wall thickness of 2.3mm duly reinforced with G.I section 2.6 mm where ever required. All corners of frame and sash will be fusion welded. After placing12.5mm laminate glass (6mm clear toughtened +1.5 pvg laminate+5mm clear glass) Annealed glass in the sash, with suppord of hurricane bar for high wind support. uPVC glazing bead, interlock, EPDM gasket brush shall be providede including multi lock and rollers & proper drainage system shall be provided. window frame will be fixed to the wall with 100mm long and 8mm dia.Fasteners and after fixing the gap between frame and adjucent finished wall shall be filled with weather proof silicon sealant over backer rod of required size, of approved quality complete in all respect as per approved drawing & direction of the Engineer -In-Charge.Ground Floor |
| 189 | Providing and fixing M.S grill of required patterns for windows/verandahs etc. with M.S flats, square or round bars etc. including applying a coat of approved steel primer and two or more coats of synthetic enamel paint of approved make & shade, all complete as per drawing & specification. (Allsteel sections contractor\"s own supply) at all floors and all heights. Ground Floor |
| 190 | Providing & Painting with synthetic enamel paint of approved brand and manufacture to give an even shade as per the instruction of Engineer - In- Charge at all floors and all heights including all material & labour complete. Ground Floor |
| 191 | Providing & Applying priming one coat with Cement primer of approved brand and manufacture on plaster surface as per the instruction of Engineer-In-Charge at all elevations including all material & labour complete.Ground Floor |
| 192 | Providing and applying to outside walls with two or more coats ofAnti-Fungal Weather coat water proofing paint including scaffolding and cleaning the surface before application of approved colour and manufacture as per specification, instruction of Engineer-In-charge at all elevations including all material labour complete.Ground Floor |
| 193 | Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer,over the plastered wall surfaces to prepare the surface even and smooth as per the instruction of Engineer-In-Charge at all elevations including all material & labour complete.Ground Floor |
| 194 | Preparing surface and painting at all height with two or more coats of interior Plastic Emulsion \"Royale Shyne\" of Asian Paints or equivalent of approvedshade as per the instructions of the manufacturers; giving uniform shade etcin all heights of walls etc. including interiorwall primer & providing scaffolding, cleaning, curing and supply of all materials and labour complete as per drawing, design and direction of Architect/Engineer-In-Charge. Ground Floor |
| 195 | Supplying, fitting and fixing of Stainless steel of 304 grade in hand ralling using 50mm dia of 2mm thick circular pipe with Balustrade of size 32mm X 32mm X 2mm @ 0.90mtr. C/C and stainless square pipe bracing of size 32mm X 32mm X 2mm in 3 rows in stair case as per approved design and specification, buffing, polishing etc with cost, conveyance, taxes, all materials, labour, T&P etc. required for the complete in all respect. Ground Floor |
| 196 | Providing and laying grading conc. 25 mm (avg. thickness) cement concrete of required slope of mix 1:2:2 (1cement:2sand:2 graded stone aggregate of 10 mm nominal size) mixed with approved water proof compound as per manufacturer\"s specification on top of slab including cement slurry, all complete, including the cost of water proofing admixture, which should be approved by the Engineer-In-Charge prior to material procurement by the contractor. Ground Floor |
| 197 | Providing waterproofing for Toilet Floor & Wall:- Cleaning the inside surface &Application of two coats of sika Top seal 109 hi @ 2.2 Kg/Sqm.Over the bottom slab & side wall surface to protect against leakage & seepage finally covered with a cement mortar (1:4). make coving over floor to wall joints over a bond coat sika latex (1:4:6) & proper care should be taken to fill the pipe penetration points with sika Gard 694 fi (moisture resistance epoxy putty) complete as per manufacture specification and direction of Engineer-In-Charge.Note : All the waterproofing treatment shall be executed though a recognized water proofing agency approved by the engineer in charge . A written guarantee on non-judicial stamp paper shall be submitted by the contractor for a minimum period of 5(five) years from the certified date of completion for the satisfactory performance of the entire waterproofing treatment system. |
| 198 | DRAINAGE SYSTEM |
| 199 | Earthwork in excavation of foundation trenches in All kinds of soil including dressing of sides and leveling the bed up to the required depth and depositing the excavated materials away from the work site with all leads and lifts, including shoring, shuttering and dewatering (if required) with cost of labour, hire & running charges of water pumps sundries & T&P required for the work complete as directed by the Engineer-in-charge. All type of Soil |
| 200 | Filling in foundation trenches and plinth, with excavated earth including laying the earth in layers not exceeding 23.5 cm thick ramming & watering with all leads & lifts including cost of all labour,T&P completed as directed by the Engineer-in-charge. ` |
| 201 | Supplying and filling in foundation trenches and plinth, ditches with sand well watered and rammed in layers not exceeding 23 cm. In depth with all lead and lift including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work etc. complete in all respect as per specification and direction of Engineer-in-charge. (Measurement will be taken on finished compacted section only). |
| 202 | Providing and lying plain cement concrete of proportion (1:4:8) in foundation and floors using Portlandslag cement (PSC) with 40 mm. Size black hard crusher broken granite stone metal and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm thick in each layer including cost, conveyance, loading, unloading, royalties and taxes all materials and cost all labours, sundries, T & P required for the work including shoring, shuttering and dewatering if required including hire & running charges of water pump complete as per the instruction of the Engineer-in-Charge. |
| 203 | Providing, lifting, hoisting and laying Reinforced cement concrete of M-25 grade as per approved designs and drawings having a minimum compressive strength (in work test) 25 Kg./Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed andcleaned (20mm. size chips not to exceeds 25 %) to be mixed in concrete mixture with Portlandslag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position. i) Base |
| 204 | ii) Wall |
| 205 | iii) Slab |
| 206 | Supplying all materials, labour, T&P and providing M.S reinforcement for R.C.C work including cutting, bending, binding, and tying the grills and placing in position including cost of binding wire 18 to 20 gauge, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer-In-Charge. |
| 207 | RAIN WATER HARVESTING |
| 208 | Earthwork in excavation over areas (exceeding 30 cm in depth 1.5 m. in width as well as 10 sqm on plan)including disposal of excavated earth lead upto 100m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed as directed by the Engineer-In-Charge. All kinds of soil (excluding hard rock) |
| 209 | Stoney Earth. |
| 210 | Supplying, filling, spreading & leveling stone boulders of size range 50mm to 200mm, in recharge pit, in the required thickness, for all leads & lifts, all complete as direction of Engineer-In-Charge. |
| 211 | Supplying, filling, spreading & leveling gravels of size range 5mm to 10mm, in recharge pit, over the existing layar of boulders, in the required thickness, for all leads & lifts, all complete as direction of Engineer-In-Charge. |
| 212 | Supplying, filling, spreading & leveling coarse sand of size range 1.5mm to 2mm, in recharge pit, over the existing layar of gravels layer, in the required thickness, for all leads & lifts,all complete as direction of Engineer-In-Charge. |
| 213 | Providing, laying and compacting plain cement concrete of grades (1:4:8) as defined in IS:456 with graded stone aggregates at all heights and depths, below finished ground level including curing all materials, tools, labour complete as per specifications and directions of the Engineer-In-Charge. |
| 214 | Providing, lifting, hoisting and laying Reinforced cement concrete of M-25 grade as per approved designs and drawings having a minimum compressive strength (in work test) 25 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed andcleaned (20mm. size chips not to exceeds 25%) to be mixed in concrete mixture with Portlandslag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position. |
| 215 | Supplying, straightening, cutting, bending, placing in position and binding reinforcement steel work in RCC/reinforced brick works as per drawing and specification including preparation of respective bar bending schedule etc. all complete as per direction of EIC. Cold Twisted bars, Thermo-Mechanically-treated bars. |
| 216 | Providing and constructing brick work using Fly Ash bricks in cement sand mortar (1:4) in foundations and superstructures, sewer, drains etc. bonding, lining, levelling, plumbing, racking out joints, curing as per specifications, all materials, tools and labour complete. |
| 217 | Boring/drilling bore well of required dia for casing/strainer pipe by suitable method prescribed in IS; 2800 (part-1), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-In-Charge, up to 90 metre depth below ground level.a) All kinds of soil 300mm dia. |
| 218 | Supplying, assembling, lowering and fixing in vertical position in bore well Unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS : 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depth, as per direction of Engineer-In-Charge. (200mm nominal size dia) |
| 219 | FOUNTAIN |
| 220 | Earthwork in excavation in all types of soil for site leveling, foundation, pits, trenchesand other civil works upto and including 2.4metre depth and stacking the soil upto a lead of 100 metre and including dewatering, removing slush, shoring and strutting (as required), complete as per specification and as directed by the Engineer-In-Charge. All kind of soils. |
| 221 | Stoney earth . |
| 222 | Cutting hard rocks by using jack hammer with compressor (blasting prohibited) and to be removed by pick axes and crow bars to be paid on premeasurement and stacked in proper stacks separately complete as per drawing, design and direction of Architect/Engineer-in-charge. Hard rock . |
| 223 | Filling in foundation trenches and plinth, with excavated earth including laying the earth in layers not exceeding 23.5 cm thick ramming & watering with all leads & lifts including cost of all labour,T&P completed as directed by the Engineer-In-charge. |
| 224 | Supplying and filling sand in foundation and over areas including watering, ramming, consolidating and dressing, labours, tools, taxes etc. all complete as per the specification and direction ofEngineer-In-charge. |
| 225 | Providing and laying plain cement concrete 1:3:6 (1 cement : 3 sand : 6 stone agregate 40mm nominal size) as levelling course in foundation and plinth etc. including tempering, curring, shuttering etc. complete all depth and height. |
| 226 | Providing, lifting, hoisting and laying Reinforced cement concrete of M-25 grade as per approved designs and drawings having a minimum compressive strength (in work test) 25 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed andcleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portlandslag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position. a) Base :- Fountain |
| 227 | c) R.C.C Wall. :- Fountain |
| 228 | Supplying, straightening, cutting, bending, placing in position and binding reinforcement steel work in RCC/reinforced brick works as per drawing and specification including preparation of respective bar bending schedule and binding ( Bindingwire to be used as per the IS code) etc. all complete as per direction of Engineer-in-charge Cold Twisted bars, Thermo-Mechanically-treated bars. |
| 229 | 12mm cement plaster on external RCC/brick surfaces incement plaster 1:6 (1 cement : 6 coarse sand) including necessary scaffolding, curing etc. all complete at all floors and all heights. |
| 230 | Providing and fixing 20mm thick Granite stone flooring(sample of Granitestone should be approved byEngineer-In-Charge) for stair case trade, riser and similar locations where ever required in horizontal/vertical surfaces of required size of approved shade, colour and texture, with moulding edge etc. laid over 20mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) with joints treated with white cement mixed with matching pigment, epoxy touch ups including rubbing, curing, moulding and polishing to give high gloss finish etc. complete as per direction of Engineer-in-charge. In all floors and all heights. |
| 231 | Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer) minimum thickness 5mm of NITCO, SOMANY, ASIAN, KAJARIAor equivalent approved make in all colours, shades except burgundy, bottle green, black of size 300x450/300x200 mm in fountain wall surface and dados or equivalent over 12 mm thick bed of cement mortar 1:3 (1 cement : 3coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete as per direction of EIC. In all floors and all heights.(Basic Rate-80/Sqft) |
| 232 | Supplying, fitting and fixing of Stainless steel of 304 grade in hand ralling using 50mm dia of 2mm thick circular pipe with Balustrade of size 32mm X 32mm X 2mm @ 0.90mtr. C/C and stainless square pipe bracing of size 32mm X 32mm X 2mm in 3 rows in stair case as per approved design and specification, buffing, polishing etc with cost, conveyance, taxes, all materials, labour, T&P etc. required for the complete in all respect. |
| 233 | Providing waterproofing for Fountain :- Cleaning the inside surface &Application of two coats of sika Top seal 109 hi @ 2.2 Kg/Sqm.Over the bottom slab & side wall surface to protect against leakage & seepage finally covered with a cement mortar (1:4). make coving over floor to wall joints over a bond coat sika latex (1:4:6) & proper care should be taken to fill the pipe penetration points with sika Gard 694 fi (moisture resistance epoxy putty) complete as per manufacture specification and direction of Engineer-In-Charge.Note : All the waterproofing treatment shall be executed though a recognized water proofing agency approved by the engineer in charge . A written guarantee on non-judicial stamp paper shall be submitted by the contractor for a minimum period of 5(five) years from the certified date of completion for the satisfactory performance of the entire waterproofing treatment system. |
| 234 | Providing & Fixing of Circular Dome Fountain:- 7\" Dia G.I Ring with 42 nos of brass swivel nozzle throwing water inward creating a dome shape, water effect-6\" ht, Pump-01 Hp Single Phase sumersible open well, Light-07 nos multicolour 12 watt LED light, panel board- cable for pump set and light upto 10 mtr distance from panel board comple all as direction of the Engineel-In-Charge. |
AI Tender Summary
Tender Timeline
Aug 07, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedAug 22, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 23, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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