Development Of Play Field ( Durgafield ) Chandbali Nac
Tender Value
1.81 Crore
Estimated cost
Bid Submission
12 Oct 2022
0 days left
EMD
Ref. Documents
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
chandabali → Odisha
EMD Exemption
Not Available
Quantity
Not Available
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Address
Project Description
Development Of Play Field ( Durgafield ) Chandbali Nac
BOQ
| Sl. No. | Item Description |
| 1 | LAND DEVELOPMENT.Supplying and Filling earth for land development 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. |
| 2 | Supplying and filling Sand for land development 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). |
| 3 | COMPOUND WALLEarthwork 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. |
| 4 | 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. |
| 5 | 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. |
| 6 | Providing and laying plain cementconcrete1:4:8 (1 cement: 4 sand: 8 stoneaggregate 40mmnominal size) as levelling course in foundation and plinth etc. includingtempering, curring ,shuttering etc. complete all depth and height. |
| 7 | 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. |
| 8 | 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 . |
| 9 | 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.Footing |
| 10 | Columnup to plinth- |
| 11 | Plinth beam |
| 12 | Columnup to Top |
| 13 | Top Beam |
| 14 | 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. |
| 15 | 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. |
| 16 | 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. |
| 17 | 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 |
| 18 | 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. |
| 19 | 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). |
| 20 | 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 |
| 21 | TOILET BLOCKEarthwork 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. |
| 22 | 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 |
| 23 | 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 ofEngineer-In-charge. |
| 24 | Providing and laying plain cementconcrete 1:4:8 (1 cement : 4 sand : 8 stone agregate 40mm nominal size) as levelling course in foundation and plinth etc. including tempering, curring, shuttering etc. complete all depth and height asdirection ofEngineer-In-charge. |
| 25 | Brick work with Fly ash Bricks in cement mortar (1:6) in Foundation and 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.all complete as per the specification and direction of Engineer-In-charge. |
| 26 | Brick work with Fly ash Bricks in cement mortar (1:6) in super structure having crushing strength not less than 75.00 kg/cm2 immerging the bricks in water not less than six hours before use in masonary.all complete as per the specification and direction of Engineer-In-charge. |
| 27 | Brick work with Fly ash Bricks in cement mortar (1:4) in super structure having crushing strength not less than 75.00 kg/cm2 immerging the bricks in water not less than six hours before use in masonary.all complete as per the specification and direction of Engineer-In-charge. |
| 28 | 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.Footing |
| 29 | Pedestal |
| 30 | Plinth beam |
| 31 | Column up to Slab top |
| 32 | Lintel |
| 33 | Beam |
| 34 | Slab |
| 35 | 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. |
| 36 | 12mm cement plaster on external 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.all complete as per the specification and direction of Engineer-In-charge. |
| 37 | 16mm cement plaster on internal 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.all complete as per the specification and direction of Engineer-In-charge. |
| 38 | 6mm cement plaster on internal smooth side of RCC/brick surfaces 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 as direction ofEngineer-In-charge |
| 39 | Providing and laying Vitrifiedfloor tiles 600x600 mm (thickness to be specified by the manufacturer) 1st qualityof NITCO, SOMANY, ASIAN, KAJARIA or equivalent approved make, colours & shades 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. |
| 40 | Providing and layingMatte Finish Vitrifiedfloor tiles 300x300 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. |
| 41 | Providing and fixing 1st quality Ceramic glazed wall tilesconforming 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 300x200 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 ofEngineer-In-Charge. In all floors and all heights. |
| 42 | Supplying fitting, fixing Fatory made single leaf rigid FRP sandwich composite Door/Window Frame & shutter (allternatly GRP) of 32 mm thick laminated with two GRP skins with wood grain finish fabricated using UV-stabilised isopathalic Gelcoat and one layer of 450 gsm E-glass Chopped Strand Mat (CSM) mpregnate with orthopthalic polysterskin. The thickness of the skins shall not be less than 1.5 mm Expanded polystyone(EPS) structural foam panel of 29 mm thickness and a density of 20 kg/cu.mtr shall be used as core material. Wooded reinforcement made of seaoned sal wood block of cross section not less than 28mm x 32mm and also necessary sal wood reinfocements for fitting the metal fittings such as tower bolt, aldrop. hanles, etc. shall be provided. A structural adhesive compatible with (EPS) foam shall be used for bending the core material. The material and process for manufacturing the door shutters shall be conform to RV- TIFAC composite design Center\"s standards and specifications and the door shutters tested in conforming to IS: 4020-1998. The finish door shutter will be plain colour as per specification and diection of Engineer-In-Charge. |
| 43 | Supplying, fitting, fixing up window (sliding type) made up Black Powder coated aluminum Section 151-154, 151-155, as windows frame section No. 151-155, 151-153 and 151-167 as shutter frame with 5mm thick Reflective/Toughtened glass as panel fitted with rubber beading including locking arrangement including all fitting including cost of materials all taxes labour, T&P etc. complete as per direction of Engineer-in-charge. |
| 44 | 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). |
| 45 | Providing and fixing Steel work welded in built up section / framed (including M.S. angle,plate, sq.bar, flat, m.s.tubular section, Heavy type hinges) work incuding cutting, hoisting,fixing in position and applying apriming coat of approved steel primer, two or more coats of synthetic enamel paint with approved make and brand in grating,frames,guard bar, ladder, railings for balconies and straircase, brackets, gates and similar works as per direction of Engineer-In-Charge.(All structural steelcontractor\"s own supply). |
| 46 | Providing & applying priming coat with Cementprimer of approved brand and manufacture onplaster surface as per the instruction of Engineer-In-Charge at all elevations including all material & labour complete. |
| 47 | 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. |
| 48 | 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 |
| 49 | Providing & painting two coats of Plastic emulsion paint with 1st qualityof approved brand and manufacturer to give an even shade as per the instruction of Engineer-In-Charge at all elevations including all material & labour complete. |
| 50 | 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. |
| 51 | 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. |
| 52 | 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. |
| 53 | PATHWAY TRACKEarthwork 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. |
| 54 | 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. |
| 55 | 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). |
| 56 | 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. |
| 57 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 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. |
| 58 | 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. |
| 59 | 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. |
| 60 | LANDSCAPING.urface dressing of the ground including removing Vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish lead upto 50m (at least 5m away from the dressed area). |
| 61 | Supplying and stacking & spading of good earth at site including royalty and carrage up to 5 KM (earth measured in stacks will be reduced by 20% for payment) 300mm thk. |
| 62 | Supplying and stacking sludge at site including royalty and carrage up to 5 KM (sludge measured in stacks will be reduced by 8% for payment) |
| 63 | Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation, breaking clods and fine dressing the ground including all materials and labour complete as per direction of Engineer-In-Charge. |
| 64 | Provision of soft surfaces such as grass lawns in between the open spaces |
| 65 | Providing and displaying of Rhapis Excelsa Palm plant, having ht. 75 cm to 90 cm with 12 to15 equal suckers, well developed, full of fresh & healthy leaves from bottom to top in 25 cmsize Earthen pot/Plastic pot & as per direction of the officer-in-charge. |
| 66 | Providing and displaying of Araucaria cookie plant, having ht. 1.80 m to 1.95 m, straight, well developed, fresh and healthy with lush green leaves from bottom to top in 30 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge. |
| 67 | Providing and displaying of Phoenix palm plant, having ht. 75 cm to 90 cm with 10 to 15 or more leaves, well developed, fresh and healthy in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge. |
| 68 | Providing and displaying of Areca Palm plant, having ht. 2.40 m to 2.70 m with 12 to 14 suckers,well developed, fresh and healthy with lush green foliage in 35 cm size of Bucket type cement pots & as per direction of the officer-in-charge |
| 69 | Providing and displaying of Philodendron Oxicodium plant, mounted on moss stick 1.20 m ht., having 3 plants placed at equal distance, well developed with full of fresh & healthy leaves in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge |
| 70 | Providing and displaying of Seaforthia Palm plant, having ht. 1.20 cm to 1.50 cm with 8-10suckers, well developed, fresh and healthy lush green leaves from bottom to top in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge. |
| 71 | Providing and displaying of Specimen Croton Petra Bangalore variety plant, having ht. 60 cm to 75 cm with 4 to 6 branches, well developed, fresh & healthy foliage approximately 60-65 leaves in 30 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge. |
| 72 | Providing and displaying of Rubber plant variegated, well developed, having 45 to 60 cm ht.with fresh, healthy and attractive colorful leaves in 20 cm size Earthen pot/Plastic pot |
| 73 | Providing and displaying of Seaforthia Palm plant, having ht. 1.50 m to 1.80 m with 12-15 suckers, well developed, fresh and healthy lush green leaves from bottom to top in 30 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge. |
| 74 | 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. |
| 75 | 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. |
| 76 | Supplying fitting fixing of UPVC (SCH-80) pipe including all cost. 75 mm dia |
| 77 | ii) 110 mm dia |
| 78 | Fitting Fixing of PVC Ball Valve25 mm dia |
| 79 | i) 40 mm dia |
| 80 | Supplying all materials, labour T&P and fitting and fixing brass/CP fittings of the following nominal bore with supply of all jointing materials complete as per specification and direction of the Engineer in charge.15mm dia CP Bib cock (Plaza/zigma/Amber/Delux Make) |
| 81 | DRAINAGE WORK. :- (450X450)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. |
| 82 | 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. ` |
| 83 | 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). |
| 84 | 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. |
| 85 | Providing, lifting, hoisting and laying Reinforced cement concrete of M-250 grade as per approved designs and drawings having a minimum compressive strength (in work test) 250 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.Base |
| 86 | ii) Wall |
| 87 | iii) Slab |
| 88 | 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 (Binding wire 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. |
| 89 | Sinking of 150mm x 125mm Dia Production Well - 01 NosLabour for drilling a perfectly verticalbore hole for a specified dia for a specifieddepth below G.L through consolidated and un-consolidated rocks with down the hole hammer drilling rig or combination drilling rig (1200 cfm/ 300 psi) as required to suit the site condition as per the direction of EIC including use of own rigs with its accessories, T&P & consumables etc. for lowering of 150mm dia PVC/GI pipes for housing fitted with socket and with or without well screen as per the necessity for soft, medium, hard and boulder formation (GI/ PVC casing pipes, if required to prevent collapse of over burden is to be provided by the contractor including lowering and withdrawing after completion of the Tube Well). |
| 90 | Providing & lowering the following size PVC pipes (ASTM) with or without slottedpipes as per the necessity from 1.00m above ground level up to required depth and fitting and fixing up in perfectly vertical position, including cutting, threading pipe and slotted pipe and supplying and fixing all jointing materials, T&P etc. complete and keeping the top of the casing pipe threaded including plugging the tube well to prevent entry of foreign materials from above. The cost inclusive of pipes, fittings, labour, consumables, POL, consumables with hire & running charges of machinaries etc. as per specification & direction of EIC. |
| 91 | Cleaning and developing the tube well using their own compressor continuously worked till clear and adequate discharge is obtained from the tube well including supply and use of all necessary equipment, labour, all consumables, running & hire charges of machinaries etc. all complete as per the direction of the EIC. |
| 92 | Supplying all materials, labour & tools and plant and grouting with cement slurry for sanitary sealing around the GI/PVC casing pipe up to3mtrs below ground level to plug the bore hole including cost of cement all complete as per specification & direction of the Engineer-in-Charge. |
| 93 | Providing all materials required for construction of brick masonry chamber for encasing the production well with Fly Ash bricks of size 25cm x 12cm x 8cm having crushing strength not less than 75Kg/Sqcm in C.M (1:4), PCC 1:3:6 with 40mm size hard granite crusher broken metal of 150mm thick on base & 100mm thick on top of the chamber, encasing the annular area of casing pipe with cement concrete 1:2:4 of minimum size 450mmx450mmx1200mm height including form work, filling the inside cavity with sand, C.C. 1:2:4 on top of the chamber of 50mm thick, 12mm thick cement plaster 1:4 on outer wall & top surface, earth work excavation in all kinds of soil/rock including back filling with selected excavated earth duly watered & rammed with smooth finishing. The height of chamber should be 450mm from G.L. The cost inclusive of all materials, labour, T&P etc. complete as per specification & direction of Engineer-in-charge.Outer size 1400mm x 1400mm x 1200mm ht. chambers |
| 94 | Supplying submerssible pump with squirrel cage introduction type submerssible type submerssible electric motor to run on three phase or one phase line voltage ranging from 320volt to 450volt confirming to IS 8034-2002 with following specifications2HP 3Phase 3Stage head range 30-54 meters discharge 155 to 110 LPM with outlet dia of 32mm |
| 95 | DOL Control Panel (As required) |
| 96 | 2.50Sqm Cable(As required) |
| 97 | 32mm di steel short piece (As required) |
| 98 | Steel rope with cover (As required) |
| 99 | Well Cap(As required) |
| 100 | 50mm size C.I. Bracket (As required) |
| 101 | 20mm dia Rigid uPVC pipes. (As required) |
| 102 | Construction ofGalleryEarth work in ordinary soil with initial lead and lift including rough dressing in layers not exceeding 0.3m in depth and the Earth transported by transport vehicles as directed by the Engineer-in-charge. |
| 103 | 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. |
| 104 | Providing and laying plain cement concrete 1:4:8 (1 cement : 4 sand : 8 stone agregate 40mm nominal size) as levelling course in foundation and plinth etc. including tempering, curring, shuttering etc. complete all depth and height. |
| 105 | Providing and laying plain cement concrete 1:3:6 (1 cement : 3 sand : 6 stone agregate 40/20mm nominal size) as levelling course in foundation and plinth etc. including tempering, curring, shuttering etc. complete all depth and height. |
| 106 | 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. at all floors and all heights. |
| 107 | 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 complete at all floors and all height |
| 108 | First class Fly ash Brick masonry usingbricks of size 25cm. x 12 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 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. at all floors and all heights. |
| 109 | First class Fly ash Brick masonry usingbricks of size 25cm. x 12 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. at all floors and all heights. |
| 110 | 16mm 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. |
| 111 | 12mm cement plaster on internal 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. |
| 112 | Providing and applying to outside walls with one coat Primer, two or more coats ofAnti-Fungal Weather coat water proofing paintmake & shade manufactured by reputed manufacturer like NEROLAC / ASIAN / BERGER / DULOX or equivalentincluding 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 at all floors and all heights. |
| 113 | Providing and fixing 16mm(above 40 sqm) thick Kotta stoneflooring(sample of Kotta stone should be approved byEngineer-In-Charge) for Floor 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 at all floors and all heights. |
| 114 | Supplying, fitting and fixing of Stainless steel of 304 grade in hand railing 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 of all materials, labour, T&P etc. required for the complete in all respect. |
| 115 | Grounf Floor Single under reamed pile foundation with RCC M25 using 12mm size black hard granite crusher broken chips including cost of borring excluding cost of M.S./Tor steel and labour charges for cutting, bending and binding of steel.375mm Dia 6.0meter Long. |
| 116 | Earth work in ordinary soil with initial lead and lift including rough dressing in layers not exceeding 0.3m in depth and the Earth transported by transport vehicles as directed by the Engineer-in-charge. |
| 117 | Filling in foundation and plinth with filling sand, watered and rammed including cost of material, labour, royality and transportation etc. complete as per specifications and as directed by Engineer-in-charge. |
| 118 | C.C (1:4:8) with 25mm to 40mm size crrusher broken metal including all cost, conveyance,royalty & taxes etc.comp.to work site as per specification approved by the department & direction of E.I.C |
| 119 | C.C (1:3:6) with 25mm to 40mm size crrusher broken metal including all cost, conveyance,royalty & taxes etc.comp.to work site as per specification approved by the department & direction of E.I.C |
| 120 | Providing, hoisting laying of Reinforced Cement concrete of Grade M-25 including all material & labour charges and also including shuttering and centring but excluding reinforcement etc. complete as per specifications and as directed by Engineer-in-Charge of the project.Footing |
| 121 | Plinth Beam |
| 122 | Column |
| 123 | Lintel |
| 124 | Roof Beam |
| 125 | Roof Slab |
| 126 | Stair Case |
| 127 | Total RCC Qnty.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 etc. complete as per specifications and as directed by Engineer-in-Charge of the project. |
| 128 | Brick work with Fly ash 25 cm x 12 cmx8cm size having crushing strength not less than 75 Kg/cm2 with dimensional tolerance +8 percent in cement mortar (1:6) in foundation etc. complete as per specifications and as directed by Engineer-in-Charge of the project. |
| 129 | Brick work with Fly ash 25 cm x 12 cmx8cm size having crushing strength not less than 75 Kg/cm2 with dimensional tolerance +8 percent in cement mortar (1:6) in superstructure etc. complete as per specifications and as directed by Engineer-in-Charge of the project. |
| 130 | Plastering to the Brick walls with 12mm thick Cement Plaster of Cement mortar 1:6 including all cost, conveyance, royalty & taxes etc.comp.to work site as per specification approved by the department & direction of E.I.C |
| 131 | Plastering to the Brick walls with 16mm thick Cement Plaster of Cement mortar 1:6 including all cost, conveyance, royalty & taxes etc.comp.to work site as per specification approved by the department & direction of E.I.C |
| 132 | Providing 6mm thick cement plaster in RCC surfaces including deep chiping and slurry treatement at all floors at all height with cement mortar of mix (1:4)with cost, conveyance, loading and unloading, royalties and taxes of all materials and cost of all labours and scaffolding required for the work etc. complete in all respect as per specification and direction of Engineer-in-charge. |
| 133 | Wall painting two coats with 100% Acrylic emulsion paint (1st quality) exterior grade of approved make & shade manufactured by reputed manufacturer like NEROLAC / ASIAN / BERGER / DULOX or equivalent to make an even finished surface over a coat of primer with water bond cement primer in all heights with all scaffolding and staging charges including cost, conveyance, taxes of all materials, cost of all labours, T & P, sundries etc. as required for the work complete.External Surface area |
| 134 | Wall painting two coats with 100% Acrylic emulsion paint (1st quality) interior grade of approved make & shade manufactured by reputed manufacturer like NEROLAC / ASIAN / BERGER / DULOX or equivalent to make an even finished surface over a coat of primer with water bond cement primer in all heights with all scaffolding and staging charges including cost, conveyance, taxes of all materials, cost of all labours, T & P, sundries etc. as required for the work complete.Internal Surface area |
| 135 | Supplying, fitting and fixing well dressed and well seasoned sal wood choukathsframed and fixed including two coats coats of coaltaring to wall and lintel side faces of choukaths including cost of coaltar and labour for coaltaring and fixing required nos. of W.I. clamps to the choukaths with approved qualities of screws including cost, conveyance, loadingrequired for the work etc. complete in all respect with cost, conveyance, royalties, loading, unloading and taxes of all materials and cost of all labour, T&P, sundries, scaffolding etc. required for the work complete in all respect as per specification and direction of Engineer-in-charge. |
| 136 | Supplying fitting and fixing in position flush door shutter of 32mm thick with 1mm Laminate of approved quality and as per drawing & design with all necessary brass fittings, door closer (godrej, heavy duty) motrice lock (godrej heavy duty),including cost of all materials, labour, all taxes, transportation, loading & unloading etc. complete as per specification and direction of Engineer-in-charge. |
| 137 | Providing, fitting and fixing fully glazed (2/3 track)windows/ventilators with necessary fittings, fixtures and hardwares like concealed locks ,handles, etc., glazed with 5mm thick frosted/plain/ black glass free from saint gobain or any surface deformation, with sun reflective film, as per the drawing and design, and fixed to the walls or columns with lugs in cement concrete 1:2:4 cutting holes and mending good to all damages, including filling gaps if any, between the frames walls/ columns, with appropriate sealant, including cost of all materials, labour, conveyance, taxes, royalties, scaffolding, sundries, tools and plants, etc., complete as per the direction of the Engineering-in-charge/Consultant. |
| 138 | Supplying, fitting and fixing of M.S. grill in windows including screws as may be required etc with cost, conveyance, taxes of all materials, labour, T&P etc. required for the complete in all respect. |
| 139 | Painting 2 coats with any enamel paint on newiron work including cost of paintin all heights with all scaffolding and staging charges including cost, conveyance, taxes of all materials, cost of all labour, etc. complete as per specification and direction of Engineer-in-Charge. |
| 140 | Providing, fitting and fixing Matt Finish Vitrified tile in floor of size 300x300 mm of approved make conforming to IS: 13755 laid on 20 mm thick cement mortar 1:4 (1 cement: 4 course sand) and filling joints with white cement of approved quality including cost of all materials, labour T&P etc required for the work all complete as per direction of Engineer-In-Charge (for New work only) |
| 141 | Providing30cmx60cm/30cmx30cm size ceramic glazed wall tiles of premium grade of approved make & shade in Dadoes over 12mm thick cement plaster 1:3 (1 Cement: 3 Coarse sand) finished with modular pointing in white cement & pigment to match the shade of the tiles including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour curing etc. required for the work etc. complete as per specification and direction of Engineer-in-charge. |
| 142 | Providing and layingVitrifiedfloor tiles 600x600 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 of EIC at all floors and all heights. |
| 143 | Providing and layingVitrifiedskirting tiles 600x600 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 12 mm thick cement mortar 1:3 (1cement: 4coarse sand ) including pointing the joints with white cement and matching pigments, etc. complete as per direction of EIC at all floors and all heights. |
| 144 | Fixing Granite tiles (above 0.40 Sqm.20mm thick.) in floors treads or steps and landing on 25mm thick bed of cement mortar 1:1 (1 cement : 1 sand) jointed with neat cement slurry mixed with pigment to match the shades on the tiles including rubbing and polishing complete. |
| 145 | FIRST FLOORProviding, hoisting laying of Reinforced Cement concrete of Grade M-25 including all material & labour charges and also including shuttering and centring but excluding reinforcement etc. complete as per specifications and as directed by Engineer-in-Charge of the project.Column |
| 146 | Lintel |
| 147 | Roof Beam |
| 148 | Roof Slab |
| 149 | Stair Case |
| 150 | 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 etc. complete as per specifications and as directed by Engineer-in-Charge of the project. |
| 151 | Brick work with Fly ash 25 cm x 12 cmx8cm size having crushing strength not less than 75 Kg/cm2 with dimensional tolerance +8 percent in cement mortar (1:6) in superstructure etc. complete as per specifications and as directed by Engineer-in-Charge of the project. |
| 152 | Plastering to the Brick walls with 12mm thick Cement Plaster of Cement mortar 1:6 including all cost, conveyance, royalty & taxes etc.comp.to work site as per specification approved by the department & direction of E.I.C |
| 153 | Plastering to the Brick walls with 16mm thick Cement Plaster of Cement mortar 1:6 including all cost, conveyance, royalty & taxes etc.comp.to work site as per specification approved by the department & direction of E.I.C |
| 154 | Providing 6mm thick cement plaster in RCC surfaces including deep chiping and slurry treatement at all floors at all height with cement mortar of mix (1:4)with cost, conveyance, loading and unloading, royalties and taxes of all materials and cost of all labours and scaffolding required for the work etc. complete in all respect as per specification and direction of Engineer-in-charge. |
| 155 | Wall painting two coats with 100% Acrylic emulsion paint (1st quality) exterior grade of approved make & shade manufactured by reputed manufacturer like NEROLAC / ASIAN / BERGER / DULOX or equivalent to make an even finished surface over a coat of primer with water bond cement primer in all heights with all scaffolding and staging charges including cost, conveyance, taxes of all materials, cost of all labours, T & P, sundries etc. as required for the work complete.External Surface area |
| 156 | Wall painting two coats with 100% Acrylic emulsion paint (1st quality) interior grade of approved make & shade manufactured by reputed manufacturer like NEROLAC / ASIAN / BERGER / DULOX or equivalent to make an even finished surface over a coat of primer with water bond cement primer in all heights with all scaffolding and staging charges including cost, conveyance, taxes of all materials, cost of all labours, T & P, sundries etc. as required for the work complete.Internal Surface area& Ceilling Surface area |
| 157 | Supplying, fitting and fixing well dressed and well seasoned sal wood choukathsframed and fixed including two coats coats of coaltaring to wall and lintel side faces of choukaths including cost of coaltar and labour for coaltaring and fixing required nos. of W.I. clamps to the choukaths with approved qualities of screws including cost, conveyance, loadingrequired for the work etc. complete in all respect with cost, conveyance, royalties, loading, unloading and taxes of all materials and cost of all labour, T&P, sundries, scaffolding etc. required for the work complete in all respect as per specification and direction of Engineer-in-charge. |
| 158 | Supplying fitting and fixing in position flush door shutter of 32mm thick with 1mm Laminate of approved quality and as per drawing & design with all necessary brass fittings, door closer (godrej, heavy duty) motrice lock (godrej heavy duty),including cost of all materials, labour, all taxes, transportation, loading & unloading etc. complete as per specification and direction of Engineer-in-charge. |
| 159 | Providing, fitting and fixing fully glazed (2/3 track)windows/ventilators with necessary fittings, fixtures and hardwares like concealed locks ,handles, etc., glazed with 5mm thick frosted/plain/ black glass free from saint gobain or any surface deformation, with sun reflective film, as per the drawing and design, and fixed to the walls or columns with lugs in cement concrete 1:2:4 cutting holes and mending good to all damages, including filling gaps if any, between the frames walls/ columns, with appropriate sealant, including cost of all materials, labour, conveyance, taxes, royalties, scaffolding, sundries, tools and plants, etc., complete as per the direction of the Engineering-in-charge/Consultant. |
| 160 | Supplying, fitting and fixing of M.S. grill in windows including screws as may be required etc with cost, conveyance, taxes of all materials, labour, T&P etc. required for the complete in all respect. |
| 161 | Painting 2 coats with any enamel paint on newiron work including cost of paintin all heights with all scaffolding and staging charges including cost, conveyance, taxes of all materials, cost of all labour, etc. complete as per specification and direction of Engineer-in-Charge. |
| 162 | Providing, fitting and fixing Matt Finish Vitrified tile in floor of size 300x300 mm of approved make conforming to IS: 13755 laid on 20 mm thick cement mortar 1:4 (1 cement: 4 course sand) and filling joints with white cement of approved quality including cost of all materials, labour T&P etc required for the work all complete as per direction of Engineer-In-Charge (for New work only)Toilet |
| 163 | Providing30cmx60cm/30cmx30cm size ceramic glazed wall tiles of premium grade of approved make & shade in Dadoes over 12mm thick cement plaster 1:3 (1 Cement: 3 Coarse sand) finished with modular pointing in white cement & pigment to match the shade of the tiles including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour curing etc. required for the work etc. complete as per specification and direction of Engineer-in-charge. |
| 164 | Providing and layingVitrifiedfloor tiles 600x600 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 of EIC at all floors and all heights. |
| 165 | Providing and layingVitrifiedskirting tiles 600x600 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 12 mm thick cement mortar 1:3 (1cement: 4coarse sand ) including pointing the joints with white cement and matching pigments, etc. complete as per direction of EIC at all floors and all heights. |
| 166 | Fixing Granite tiles (above 0.40 Sqm.20mm thick.) in floors treads or steps and landing on 25mm thick bed of cement mortar 1:1 (1 cement : 1 sand) jointed with neat cement slurry mixed with pigment to match the shades on the tiles including rubbing and polishing complete. |
| 167 | INTERNAL & EXTERNAL ELECTRICAL WORK.POINT WIRING.Recessed wiring to light point / first light of group control/ call bell point/ exhaust fan point /wall fan point with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor of ISI marked in 20 mm dia non-metalic PVCconduit with 6 Amp, 250 V clip in type switch ISI marked and ceiling rose ISI marked mounted on G.I modular box with face plate & cover of suitable size ,with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire including all accesories and connection as per direction of Engineer in Charge. |
| 168 | Recessed wiringfor 5 / 6 amp socket outletwith6Amp, 250 V clip in type modular switch ISI markedmounted on G.I moular box with face plate & cover of suitable sizeincluding all accesories and connection on same switch board as per direction of Engineer in Charge. |
| 169 | Recessed wiringfor2 x 6 amp socket outlet controlled by 2 nos6Amp, 250 V clip in type switch ISI markedmounted on single G.I moular box with face plate & cover of suitable sizeincluding all accesories and connection on separate board as per direction of Engineer in Charge. |
| 170 | Recessed wiringfor 6 pin 16 amp socket outletwith 5Amp, 250 V clip in type switch ISI markedmounted on G.I moular box with face plate & cover of suitable size ,with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire including all accesories and connection as per direction of Engineer in Charge. |
| 171 | SUBMAIN & CIRCUIT WIRINGRecessed wiring to submain in 4 x 10 sq.mmFR PVC insulated single core multistrand copper conductor of ISI marked confirming to IS-694/1990 in 40 mm dia non-metalic heavy duty PVC conduit 1.6 mm thick along with 2 x 6 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire as equired.(For P+AC DB) |
| 172 | Recessed wiring to submain in 4 x 6sq.mmFR PVC insulated single core multistrand copper conductor of ISI marked confirming to IS-694/1990 in 32 mm dia non-metalic heavy duty PVC conduit 1.6 mm thick along with 2 x 4.0 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire as equired.(For L DB ) |
| 173 | Recessed wiring to submain in 2 x 6sq.mmFR PVC insulated single core multistrand copper conductor of ISI marked confirming to IS-694/1990 in 32 mm dia non-metalic heavy duty PVC conduit 1.6 mm thick along with 1 x 4.0 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire as equired.(For E DB ) |
| 174 | Recessed wiring to submain in 2 x 4 sq.mm FR PVC insulated single core multistrand copper conductor of ISI marked confirming to IS-694/1990 in 20 mm dia non-metalic heavy duty PVC conduit 1.6 mm thick along with 1 x 2.5 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire as equired. |
| 175 | Recessed wiring to submain in 2 x 2.5 sq.mm FR PVC insulated single core multistrand copper conductor of ISI marked confirming to IS-694/1990 in 20 mm dia non-metalic heavy duty PVC conduit 1.6 mm thick along with 1 x 1.5 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire as equired. |
| 176 | Recessed wiring to submain in 2 x 1.5 sq.mm FR PVC insulated single core multistrand copper conductor of ISI marked confirming to IS-694/1990 in 20 mm dia non-metalic heavy duty PVC conduit 1.6 mm thick along with 1 x 1.5 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire as equired. |
| 177 | DISTRIBUTION BOARD & PANEL.Supply, fixing, erecting, connecting and commissioning of indoor type dust and vermin proof, sheet steel clad ready made, double door horizontal type powder coated wall mounted12 way SPN Distribution Boards suitable for 240 V, single phase,50 Hz AC Supply completewith bottom detachable plate for interconnections etc as below.Incommer 1 No-40A2PRCCB (100mA)Outgoings-6-32 A SP MCB- 8 Nos, ( ForEDB ) |
| 178 | CABLE .Supply & laying of one number of PVC insulated and PVC seathed / XLPE power cable of 1.1 KV grade of following sizes of cable as required.3.5 C x 95 sq.mm Al ( G.Floor Panel) |
| 179 | 4 C x 16 sq.mm Al |
| 180 | END TERMINATIONSupplying and making end termination with brass compression gland and aluminum lugs for following size of PVC insulated and PVC sheathed / XLPE aluminum cable of 1.1 KV as required.3.5 C x 95 sq.mm |
| 181 | 4 C x 16 sq.mm |
| 182 | EARTHIMGSupplying and laying 25 mm x 6 mm G.I earth strip ISI marked at 0.5 meter below ground level as strip earth electrode including soldering etc. as required. |
| 183 | Supplying and laying 25 mm x 5 mm G.I earth strip ISI marked on surface or in recess for connection etc as required. |
| 184 | Supply & Laying of one number of PVC insulated and PVC seathed/XLPE power cable of 1.1 KV grade of2C 6 sq.mm direct in ground in the same trench in one tier horizontal formation including excavation, sand cushining protective covering and refilling the trench etc. as required. |
| 185 | END TERMINATIONSupplying and making end termination with brass compression gland and aluminum lugs for following size of PVC insulated and PVC sheathed / XLPE aluminum cable of 1.1 KV as required..3.5C x 35 sq.mm |
| 186 | 2C x 6 sq.mm |
| 187 | Supply, Installation, Testing and Commissioning of pre-wired fluorescent fiiting / compact fluorescent fitting /LED fitting of all sizes complete with all accessories and lamp etc. directly on ceiling /wall or recessed in false ceiling , including connection with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor and earthing as required.Supply &fixing of LED FloodlightFixture on 10meter long polesuitable for LED lamp Equiv. to BAJAJ Cat No.18W All-in-one standard With Junction Box. |
| 188 | Supply &fixing of LED Solar Street lightFixture on 4meter long polesuitable for LED lamp Equiv. to BAJAJ Cat No.18W All-in-one standard With Junction Box. |
| 189 | PUBLIC CONVENIENCE CENTERINTERNAL P.H. & SANITARY WORK.GPH Works: Supplying allmaterials, labour, T&P and providing and fixing to wall or ceiling and floor pvc pipes confirming to ASTM-D- 1785/89 (Sch-80) and pipe fittings of the following nominal borewith clamps including making good the wall, ceiling and floor, testing all complete as per specification and direction of the Engineer-in-charge.GroundFloor20 mm CPVCpipes (Oriplast/Supreme) |
| 190 | 25 mm CPVCpipes (Oriplast/Supreme) |
| 191 | 40 mm CPVCpipes (Oriplast/Supreme) |
| 192 | Supplying all materials, labour, T&P and cutting holes through existing brick work including making good the damages in cement mortar (1:4) for taking G.I. Pipes and fittings/ P.V.C. pipes and fittings etc. all complete as per P.H. specification and direction of Engineer-in-charge.250 mm thick wall |
| 193 | Supplying all materials, labour, T&P and cutting hole in R.C.C floors, roofs, etc upto 19 cm thickfor passing G.I. Pipes / P.V.C pipes and fittings etc and repairing the holes afterinsertion of pipes etc with cement concrete (1:2:4 ) including finishing complete so as to make it leak proof as per direction of theEngineer-in-charge. 250 mm thick wall |
| 194 | Supplying all materials, labour, T&P and cutting grooves in pucca floors and walls for taking G.I./P.V.C. pipes and making good the damages as per direction of the E.I.C.G.floor |
| 195 | Supplying all materials, labour, T&P and fixing standard sized two wayBib cock ofHindware/Jaquar/Parrywareof approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification complete as per direction of Er-in-charge. 15mm dia CP Two waybib cock with Flange Jaquar CON-CHR-041KN. |
| 196 | Supplying all materials, labour, T&P and fixing standard sizedBib cock ofHindware/Jaquar/Parrywareof approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification complete as per direction of Er-in-charge.15mm dia. nominal bore Long body Bib Cock Jaquar-CON-CHR-047KN. |
| 197 | Supplying all materials, labour, T&P and fixing standard sized15mm dia angular Stop cock of Hindware/Jaquar/Parrywareof approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification complete as per direction of Er-in-charge. 15mm dia CP angle stop cock with wall flange Jaquar CON-CHR-059KN. |
| 198 | Supplying all materials, labour, T&P and fixing standard sized pillar cock of Hindware/Jaquar/Parryware of approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification and direction of Engineering-in-charge. 15mm dia brass pillar cock Jaquar Continental Cat. No.- CON -CHR-011KN. |
| 199 | Supplying all materials, labour, T&P and fixing100 mm dia wall mounted over head shower& Shower armHindware/Jaquar/Parryware including cutting the wall and making good the damages, including cost of all materials complete as per PH specification and direction of Engineer-in-charge. 100 mm dia CP overhead shower with Arm (Jaquar -OHS--CHR-1989,Jaquar SHA-CHR- 483) 1st floor |
| 200 | Supplying all materials, labour, T&P and fixing standard sized15mm dia Concealed Stop cock of Hindware/Jaquar/Parrywareof approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification complete as per direction of Er-in-charge. Concealed stop cock Jaquar CON-CHR--083FTK. |
| 201 | Fixing of 25mm dia Brass / Gun meta ball Valve confirming toIS : 781-1995 of approved makeas per specification complete as per direction of Er-in-charge.25mm dia brass or gun metal full way valve (shakti make) |
| 202 | Fixing of 40mm dia Brass / Gun meta ball Valve confirming toIS : 781-1995 ofof approved makeas per specification complete as per direction of Er-in-charge.40mm dia brass or gun metal full way valve(shakti make) |
| 203 | 15mm dia PVC connection pipe 450 mm long |
| 204 | 15mm dia CP Extention Nipple |
| 205 | Providing and fixingcircular type stainless steeljalli (grating) with hole for floor /nahani trap etc complete as per specification and direction of the Engineer in charge. G.floor |
| 206 | Supplying all materials, labour, T&P and fixing Health Faucet of Hindware/Jaquar/Parryware complete with Chromium plated brass brackets fixed to wooden plugs with Chromium plated brass screws as per specification and direction of theEngineer-In-Charge.15mm dia CP Health Faucet of Jaquar 1.2mtr long, 8MM diaJaquar ALD--CHR-577. G.floor |
| 207 | Supplying all materials, labour, T&P and fixing Rotational moulded polyethylene cylindrical vertical water storage tanks conforming to IS:12701--1996 including cutting holes through the tank and fixing mild steel ltubes and fittings and providing extra sockets and jam nuts, fixing ball valve etc, including hoisting up to a height of 5 meters above ground level and placing the tank to the required position and providing 1st class K.B.Brick work in cement mortar (1:6) of 0.46mt. height in staging and in circular protection wall to support the tank, 12mm thick cement plaster (1:6) over brickwork, R.C.C.slab of size 1.60mt.x1.60mt. and 0.10mt. thick, R.C.C.beam of 0.25mt.x0.30mt. and 2.60mt. average length in cement concrete (1:2:4) using 12mm size h.g.chips including centering and shuttering, watering, curing, conveyance of all materials to worksite etc all complete as per specification and direction of theEngineer-In-Charge.2000 litre capacity water storage tanksin 1st. floor. |
| 208 | Supplying all materials, labour, T&P and fitting and fixing U-PVC SWR soil waste ventilating pipes and fittings of the following outside diameter conforming to ISI No 13592/1992 to walls with nails, bobbins and wooden plugs or laying in trenches including jointing with supply of approved rubber lubricant by non-heat application method/as per manufacturer\"s specification, testing, earthwork in excavation in all kinds of soil and refilling of trenches as per specification and direction of the Engineer-In-Charge. G.floor110mm diameter U-PVC SWR pipes(Oriplast type-A/Supreme) |
| 209 | 110mm U-PVCdoor Tee |
| 210 | 110mm U-PVC offset |
| 211 | 110mm U-PVCdoor bend |
| 212 | 110mm U-PVCplain shoe bend |
| 213 | 110mm U-PVCvent cowl |
| 214 | 110mm P-trap |
| 215 | 110mm U-PVCplain bend |
| 216 | Supplying all materials,labour T&P and cutting holels through existing brick or laterite masonry wall for taking H.C.I pipes and fittings including making good the damages etc. all complete as per P.H.Specification and direction of theEngineer-In-Charge.250mm to 375mm thick wall |
| 217 | Supplying all materials, labour T&P and and fixing 12.50 liters/10 liters capacity low level flushing cistern of Hindware/Jaquar/Parryware with a pair of cast iron or M.S. brackets complete with fittings such as siphonic arrangements 15mm nominal size brass/pvc ball valve with polythene float CP brass handle,unions and couplings for connection with inlet, outlet and overflow pipes, 32mm dia CP long flush bend, 15mm dia pvc inlet connection pipe including cutting holes and making good the same and connecting the flush bend with cistern and closet and connceting the inlet pipe with suupply main etc all complete as per the specification and direction of the Engineer-in-charge. 10 Liters capacity PVC cistern with 32mm dia flush bend.Hindware sleek fresh single flushStarwhite, Size 47.6 X 15.5 X 32.5 cm |
| 218 | Supplying all materials, labour, T&P and fixing vitreous china water closet, squatting pan (Indian type W.C pan/Orissa pattern squatting pan) of Hindware/Jaquar/Parryware duly embedded in cement concrete (1:4:8) using 4cm size hard granite metal including fixing a pair of vitreous china 250mm x 130mm x30mm footrest, fixing 100mm dia HCI \"p\" or \"s\" trap (with/without 50mm dia horn) for water colset squatting pan including jointing the trap with pan in cement mortar (1:1) cutting the floor and mending good the damages etc all complete as per specification and direction of theEngineer-In-Charge.Hindware Orissa Pan cat no 20004 Starwhite. Size- 53x41 cm G.floor |
| 219 | Supplying all materials, labour, T&P and fixing the following vitreous china Wash Down Water Closet (European type W.C. pan) of Hindware/Jaquar/Parryware with integral \"p\" or \"s\" trap to the floor with wooden plug and chromium plated pedestal screws including jointing the trap with soil pipe in cement mortar (1:1) fixing plastic seat and cover for wash down water closet with chromium plated brass hinges and rubber buffers including polishing etc all complete as per specification and direction of theEngineer-In-Charge.EWC with \"p\" / S trap plain Hindware Cat No-20087 (S-10) Starwhite type, size-57x35x39 cm, seat cover for Hindware seat cover Premium starwhite.G.floor |
| 220 | Supplying all materials, labour T&P and fixing wash basins of Hindware/Jaquar/Parryware with hole for pillar taps with cast iron or M.S.brackets painted white including cutting holes in walls and making good the damages with supply of wooden plugs, screws and cement etc, fixing pedestal for wash basin recessed at the back for the reception of pipes and fittings, fixing PVC waste pipe of 32mm nominal diameter for wash basin including brass check nut complete, fixing pillar taps capstan head screw down high pressure lettered \"Hot\" and \"Cold\" with long screws, shanks and back nuts of 15mm dia nominal bore, fixing 15mm dia PVC inlet connection pipe and making connection with pillar cocks and supply mains for wash basin, fixing 32mm dia CP brass waste, etc all complete as per specification and direction of theEngineer-In-Charge.Hindware ARIEL Wash Basin Size - 550mmx400x790mm, Cat.No. 10100 Starwhite & Hindware ARIEL Pedestal Cat -no- 11003 Starwhite.G.floor |
| 221 | Supplying all materials, labour, T&P and fixing bowl pattern urinal including connecting the urinal with waste pipe by means of white lead mixed with chopped hemp etc all complete as per specification and direction of the Engineer in charge.Half stall urinal (Hindware)No.URS-WHT-13261 |
| 222 | 32mm dia CP dome waste |
| 223 | Cost of 15mm dia urinal spreader |
| 224 | Supplying all materials, labour, T&P and fixing glazed earthenware squatting plate of size 600mmx350mm with integral longitudinal flushing pipe including embedding the plate in 25mm cement mortar (1:8) laid over 150mm cement concrete (1:5:10) using 40mm hard granite metal all complete as per specification and direction of the Engineer in chargeFixing of squatting urinal |
| 225 | Matrix Set -1 (WB 65 x 35 with one pair mounting brackets, EWC & Cistern complete with fittings & seat cover, one no hinged rail 76 cm and five nos of grab rails 60 cm)(Hindware)70002Supplying all materials, labour, T&P and fixing mirror of superior glass mounted on 6mm thick A.C.sheet or plywood sheet and fixed to wooden plugs with CP screws and washers complete as per specification and direction of the Engineer-in-charge. 600mmx450mm size B.E.mirror (Alpina/Golden fish/Belgion) G.floor |
| 226 | Supplying all materials, labour, T&P and fixing standard size glass-shelf of Hindware/Jaquar/Parryware with CP brass brackets and guard rails complete fixed to wooden plugs with CP screws as per specification anddirection of the Engineer-in-charge.Jaquar glass shelf ACN--CHR-1171 N 600mm long G.floor |
| 227 | Supplying all materials,labour, T&P and fixing standard sized CP towel rail24\"of Hindware/Jaquar/Parryware complete withCP brass brackets fixed to wooden plugs with CP screws as per specification and direction of the Engineer-In-Charge 25mmx600mm long CP towel rail (Jaguar make) ACN--CHR-1111NM. G.floor |
| 228 | Supplying all materials, labour, T&P and fixing standard sizedChromium Plated soap case ofHindware/Jaquar/Parryware complete with Chromium Plated brassbrackets fixed to wooden plugs with Chromium Plated brassscrews as per specification and direction of the Engineer in chargeCP soap holder (Jaguar make) ACN--CHR-1131N.G.floor |
| 229 | Supplying all materials, labour, T&P and fixing standard sized Robe Hook ofHindware/Jaquar/Parryware complete with all as per specification and direction of the Engineer in charge. Jaquar Robe hook AGA-ANG-31791 G.floor |
| 230 | Supplying all materials, labour, T&P and fixing standard sized Soap Dispensor ofHindware/Jaquar/Parryware complete with all as per specification and direction of the Engineer in charge. Soap dispense with Glass Bottle. CAN--CHR-1135N.G.floor |
| 231 | EXTERNAL P.H. & SANITARY WORK.Supplying all materials, labour, T & P and constructing Gully trap chamber of the following inside size with 8 cm thick R.C.C. precast cover slab in CC (1:2:4) mix using 12mm size h.g. chips, foundation concrete (1:4:8) using 40mm size h.g. metal on bed aound trap , Fly Ash brickwork in CM (1:6) in P&F and inside 12mm thick cement plastering (1:3) finished with a floating coat of neat cement including fixing 100mm x100mm size gully trap, 150mm x150mm C.I gratig etc. all complete as per aproved drawing, specification and direction of Engineer-in-charge. 250mmx250mm with RCC cover |
| 232 | Supplying all materials, labour, T & P and constructing Inspection chamber of the following inside size with CC (1:3:6) mix using 40mm size h.g. metal on bed, Ist class Fly Ash brickwork in CM (1:6) , moulding and shaping the channel inside and benching with CC (1:2:4) using 12mm size h.g. chips, 12mm thick cement plastering (1:3) finished with punning to inside , cement flush pointing (1:3) to outside , R.C.C. cover slab in (1:2:4) using 12mm size h.g. chips with RCC man hole cover , earth work in excavation in all kinds of soil and refilling the cavity around the chamber including watering ,curing, conveyance of all materials to worksite , payment of royality , taxesetc. all complete as per aproved drawing , specification and direction of Engineer-in-charge.Inside size 760mm x760mm x450mm |
| 233 | Supplying all materials, labour, T&P and laying in trenches (to level or slope) unplasticized PVC pipes conforming to IS: 4985/2000 of the following outside dia for class-3(0.60mpa) including jointing with supply of approved solvent cement by non-heat application method/as per manufacturer’s specification, providing and laying in trench cement concrete (1:4:8) with 40mm size hard granite metal in the Type C-1 standard bedding surrounding or encasingincluding concrete for bedding and curing etc all complete as per PH specification and direction of the Engineer-in-charge.110 mm dia U-PVC alround concrete |
| 234 | 160 mm dia U-PVC alround concrete |
| 235 | Supplying all materials, labour, T&P and constructing Man hole chamber of the following size withcement concrete (1:3:6) using 40 mm size HG metal on bed , !st class Fly Ash Brick work in CM (1:6) moulding and shaping the channel inside and benching with CC (1:2:4) mix using 12 mm size H.G chips,12 mm thick cement plaster (1:3) with punning to inside, cement flush pointing (1:3) to outside ,RCC cover slab in (1:2:4) mix using 12 mm size H.G chips with RCC man hole cover , earth work in all kinds of soil and refilling the cavity around the camber including watering, curing, conveyance of all materials to worksitepaymentof royalty, taxes etc. all completed as per approved drawing, specification and direction of Engineer-in-charge. Inside size 900mmx900mmx900mm |
| 236 | addl depth of 0.30m upto 4.50m depth |
| 237 | Construction of 100 users septic tankSupplying all materials, labour, T&P and providing cement punning including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge |
| 238 | Supplying all materials, labour, T&P and making MS step iron in 20mm diameter MS steel bars and fixing into walls ofman hole/septic tank duly embedded in cement concrete (1:3:6) complete as per specification and direction of the Engineer in charge. |
| 239 | Supplying all materials, labour, T&P and laying in trenches ( to level or slope ) and jointing with provision of stiff mixture of cement mortar in proportion of 1:1 for salt glazed stoneware pipes, Grade—A of the following internal diameters including testing of pipes and joints complete. 110mm diameter UPCpipe |
| 240 | Supplying all materials, labour, T&P and constructing soakway pit of the following size with precast RCC rings joined loose, gravel backing in the rear of well steining, precast RCC cover slab in cement concrete (1:2:4) using 12mm size hg chips fitted with iron lifting handles including cutting hole in the rings for inlet pipe,earthwork in open well excavation in all kinds of soil and refilling of cavity around the pit & painting the iron works, watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per approved specification and direction of the Engineer-In-Charge RCC rings soakway pit 1.2m dia x 2.0m deep |
| 241 | SEPTIC TANK. (100 USER)Earthwork in excavation in all types of soil for site leveling, foundation, pits, trenches and 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- |
| 242 | Stoey Earth. |
| 243 | Filling at all depth with available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 15 cm in depth : consolidating each deposited layer by ramming and watering complete (lead upto 100m) as directed by the Engineer-In-charge. |
| 244 | 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. |
| 245 | Providing and laying plain cement concrete 1:3:6 (1 cement: 3 sand : 6 stoneaggregate 40mm nominal size) as levelling course in foundation and plinth etc. including tempering, curring, shuttering etc. complete all depth and height. |
| 246 | Supplying all materials, labour, T&P and providing cement concrete (1:2:4) with 12m size hard broken granite chips including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge |
| 247 | First class Fly Ash Brick masonry usingF.A. bricks of size 25 cm. x 12 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. |
| 248 | Providing, lifting, hoisting and laying Reinforced cement concrete of M-250 grade as per approved designs and drawings having a minimum compressive strength (in work test) 250 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. |
| 249 | 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 (Binding wire 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. |
| 250 | 12mm cement plaster on internal smooth side of RCC/brick surfaces with cement mortar of mix 1:4 (1 cement : 4 fine sand) including neat cement punning & necessary scaffolding, curing etc. all complete at all floors and all heights. |
| 251 | 16 mm Plastering Providing 16mm. thick cement plaster in all floors at all height with cement mortar of mix (1:6) with OPC 53 grade cement finished smooth to inside smooth surface of brick masonry walls after racking out the joints including watering and curing, rounding of corners etc. complete with cost, coveyance, loading and unloading, royalties and taxes of all materials and cost of all labours, sundries, T&P and scaffolding required for the work etc. complete in all respect as desired by the Engineer in charge. |
| 252 | 16 mm Plastering Supplying all materials, labour, T&P and providing cement punning including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge. |
| 253 | Add for GST Charges @ 12% |
AI Tender Summary
Tender Timeline
Sep 26, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedOct 12, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 13, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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