Construction Of Model Crematorium At Athmallik Nac
Tender Value
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Estimated cost
Bid Submission
17 Aug 2021
0 days left
EMD
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Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
ATHMALLIK → Odisha
EMD Exemption
Not Available
Quantity
Not Available
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Address
Project Description
Construction Of Model Crematorium At Athmallik Nac
BOQ
| Sl. No. | Item Description |
| 1 | For Office Building Earth work excavation in all kind of soil within initial lead 50m and initial lift of 1.5m including rough dressing and leveling the bed etc complete in all respect and as per the direction of EIC |
| 2 | Filling in foundation and with excavated earth including watering ramming and compacting in layers not exceeding 150mm thick including labour sundries T and P etc complete and as per direction of EIC |
| 3 | Supplying and filling foundation and plinth with good quality river sand including watering ramming with cost conveyance royalities taxes of all materials and cost of all labour with T and P sundries required for the work etc complete as per specification and direction of EIC |
| 4 | CC (1:4:8) with 4cm size HG Crusher broken metal including all cost conveyance royalty and taxes etc complete to work site as per specification approved by the department and direction of EIC |
| 5 | Brick work with Fly Ash bricks of size 25cm x 12cm x 8cm and crushing strength not less than 75 kg cm2 in CM (1:4) in foundation and plinth including all charges |
| 6 | Provinding liftinghoisting and laying Reinforced Cement Concrete of M25 grade in column base column footing raft foundation stem of the columns beams chauja fin lintel stair case jali shelves and slab etc as per approved designs and drawing having a minimum compresive strength in work test 20N square mm in 15cm cubes at 28days after mixing and test conducted in accordance with IS 456 ad IS 516 usingscreebed and washed sharp riveer sand for mortar and 10mm to 20mm size black hard crusher broken granite stone chips of approved quality from approved quarry washed nad cleaned to be mixed in concrete mixture with approved quality of cement including hoisting lowering laying and compacting concrete by using vibrators watering and curing for 28 days including centering and shuttering then after dismentaling and removing the debries away from the work site and finishing the exposed surface smooth providing grooves of beads whever necessary including cost conveyance loading unloading royalties and taxes of all materialscost of all labours scaffolding sundries T and P required for the work site etc complete in all respect but the excluding cost and conveyance of MS rodsor tor steel and binding wires and labour charges for straightening cutting bending etc of MS rods or tor steel and binding wires and tying the grills and placing in proper position as directed by the EIC Column Footing |
| 7 | Column |
| 8 | Plinth Band |
| 9 | Lintel |
| 10 | Roof Beam |
| 11 | Roof Slab |
| 12 | Chhaja |
| 13 | Fin |
| 14 | Providingand fixing Centering and shuttering including strutting propping etc and removal of form the site after completion of respective work as the direction of EIC Column Footing |
| 15 | Column |
| 16 | Plinth Bend |
| 17 | Lintel |
| 18 | Roof Beam |
| 19 | Roof Slab |
| 20 | Chhaja |
| 21 | Fin |
| 22 | Cutting Straightening coiled or bent up MS plain HYSD TMT reinforcement bars welding or jointing if necessary bending binding tying the grills as required for RCC works providing fan hooks where necessary and hoisting lowering and placing in proper position according to approved designs and drawing including cost conveyance loading unloading and taxes of MS plain HYSD TMT reinforcement bar and binding wires of 18 to 20gauge required for the work and cost of all labour sundries T and P and scaffolding complete in all respect as directed by the EIC |
| 23 | Brickwork with Fly Ash bricks 25cm x 12cm x 8cm size having crushing strength not less then 75kg cm2 in cement mortar (1:6) in superstructure per cum |
| 24 | Providing 12mm thick Cement plaster in cement mortar (1:6) in all floors finished smooth to out side smooth surface of brick walls after racking out joints scraping and cleaning the surface and finishing the plaster surface smooth using wooden float only to proper plumbs and level and making necessary grooves beads and drip course to give required ornamental finish as per drawing watering curing scafflding screeing sand etc |
| 25 | 16mm thick cement plaster (1:6) on brick work including all cost conveyance royalty and taxes etc complete to work site |
| 26 | 6mm thick cement plaster (1:4) on RCC concrete drain work including all cost conveyance royalty and taxes etc complete to work site |
| 27 | Wall painting two coats with weather coat over a coat primer to inside and out side smooth furface with all cost of labour t and p materials etc complete |
| 28 | Wall painting two coats with plastic emulsion paint of approved shade over a coat primer on new work to give an even shade with all costof labour t and p materials etc complete |
| 29 | Supplying and fixing rolling shutters of approved make made or required size MS laths interlocked together through their entire length and jointed together at the end by end locks mounted on specically design pipe shaft with brackets side guide and arrangement for inside and outside locking with push and pull operation complete |
| 30 | Providing and fixing ball bearing for rolling shutters |
| 31 | MS grill gate made out of MS flat conforming to IS 206220006 painted with red oxide primer as per the design approved |
| 32 | Painting two coats with approved synthetic enamel paints of Asian Berger Dulox make and of approved colour shade to new iron incloding sand papering polishing the surface cost conveyance taxes of all materials and cost of all labour with T and P etc complete |
| 33 | Provinding and fixing in position factory made precast RCC M40 fixing with hold fast embedded in 1:3:6 concrete block for doors and windows frames having excellent smooth finish as per IS 6523 with reinforcement of 3nos 6mm dia main bars tied with 3mm MS strirrups placed 200mm CC and 6 numbers high strength polymer blocks of required size for fixing hinges including providing 6 no specically designed MS galvanised sleevs for accomodating 6mm dia fully threaded bolts for fixing |
| 34 | Provinding and fixing ISI marked flussh door shutters conforming to IS 2202 part I non-decorative type core of block board construction with frame of 1st class hard wood and well matched commercial 3ply veneering with vertical grains or cross bands and face veneers on both faces of shutters 30mm thick including ISI marked stainless steel bult hinges with necessary screws fixing decorative high pressure laminated sheet of plain wood grain in gloss matt suede finish |
| 35 | Providing and fxing to existing door frames 24mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24mm and wall thiickness 2mm with inbult edging on both side.The styles and rails mitered and joint at the corners by means of MS galvanised plastic brackets of size 75 x 220 mm having wall thickness 1.0mm and having wall thickness 1.0mm and stainless steel screws |
| 36 | Providing and fixing sactory made uPVC white colour fixed glazed windows ventilators comprising of upVC multi chambered frame and mullionwhen ever required extruded profiles duly renforced with 1.60 0.2 mm thick galvanized mild steel section made from roll forming process of required length shape and size according to UPVC profile upVC extruded glazing beads of appropriate dimesnsion EPDM gasket GI fasterners 100 x 8mm size for fixing frame to finished wall plastic packrs plastic caps and necessary stainless screws etc |
| 37 | Fixing vetrified tiles in floors treads or steps and landing on 25mm thick bed cement mortar 1:1 jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete excluding cost |
| 38 | Fixing vetrified tiles in dados skriting and risers of steps on 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete execuding cost of tiles |
| 39 | Fixing Kota tiles of minimum 16mm thick and size above 0.1 sqm in floors treads or steps and landing on 25mm thick bed of cement mortar 1:1 jointed with neat cement slurry mixed with pigment to match the shades of the tiles including rubbing and polishing complete execluding cost |
| 40 | Fixing Kota tiles of minimum 16mm thick and size above 0.1 sqm in dados skriting and riser of steps and 12mm thick bed of cement mortar 1:3 jointed with neat cement slurry mixed with pigment to match the shades of the tiles including rubbing and polishing |
| 41 | Fixing of ceramic floor tiles in floors treads or steps and landing on 25m thick bed of cement mortar1:1 jointed with neat cement slurry mixedwith pigment to match the shades of the tiles including rubbing and polishing |
| 42 | Fixing ceramic wall tiles in dados skriting and risers of steps on 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigments to match the shade of the tiles including rubbing and polishing complete excluding cost of tiles |
| 43 | 2.5cm thick grading concrete (1:2:2) on roof slab with 6mm size hard granite chips complete all as per direction of EIC |
| 44 | For Crematourium Earth work excavation in all kind of soil within initial lead 50m and initial lift of 1.5m including rough dressing and leveling the bed etc complete in all respect and as per the direction of EIC |
| 45 | Filling in foundation and with excavated earth including watering ramming and compacting in layers not exceeding 150mm thick including labour sundries T and P etc complete and as per direction of EIC |
| 46 | Supplying and filling foundation and plinth with good quality river sand including watering ramming with cost conveyance royalities taxes of all materials and cost of all labour with T and P sundries required for the work etc complete as per specification and direction of EIC |
| 47 | CC (1:4:8) with 4cm size HG Crusher broken metal including all cost conveyance royalty and taxes etc complete to work site as per specification approved by the department and direction of EIC |
| 48 | Brick work with Fly Ash bricks of size 25cm x 12cm x 8cm and crushing strength not less than 75 kg cm2 in CM (1:4) in foundation and plinth including all charges |
| 49 | Provinding liftinghoisting and laying Reinforced Cement Concrete of M25 grade in column base column footing raft foundation stem of the columns beams chauja fin lintel stair case jali shelves and slab etc as per approved designs and drawing having a minimum compresive strength in work test 20N square mm in 15cm cubes at 28days after mixing and test conducted in accordance with IS 456 ad IS 516 usingscreebed and washed sharp riveer sand for mortar and 10mm to 20mm size black hard crusher broken granite stone chips of approved quality from approved quarry washed nad cleaned to be mixed in concrete mixture with approved quality of cement including hoisting lowering laying and compacting concrete by using vibrators watering and curing for 28 days including centering and shuttering then after dismentaling and removing the debries away from the work site and finishing the exposed surface smooth providing grooves of beads whever necessary including cost conveyance loading unloading royalties and taxes of all materialscost of all labours scaffolding sundries T and P required for the work site etc complete in all respect but the excluding cost and conveyance of MS rodsor tor steel and binding wires and labour charges for straightening cutting bending etc of MS rods or tor steel and binding wires and tying the grills and placing in proper position as directed by the EIC Column Footing |
| 50 | Column |
| 51 | Plinth Band |
| 52 | Roof Beam |
| 53 | Roof Slab |
| 54 | Fin |
| 55 | Providingand fixing Centering and shuttering including strutting propping etc and removal of form the site after completion of respective work as the direction of EIC Column Footing |
| 56 | Column |
| 57 | Plinth Band |
| 58 | Roof Beam |
| 59 | Roof Slab |
| 60 | Fin |
| 61 | Cutting Straightening coiled or bent up MS plain HYSD TMT reinforcement bars welding or jointing if necessary bending binding tying the grills as required for RCC works providing fan hooks where necessary and hoisting lowering and placing in proper position according to approved designs and drawing including cost conveyance loading unloading and taxes of MS plain HYSD TMT reinforcement bar and binding wires of 18 to 20gauge required for the work and cost of all labour sundries T and P and scaffolding complete in all respect as directed by the EIC |
| 62 | Brickwork with Fly Ash bricks 25cm x 12cm x 8cm size having crushing strength not less then 75kg cm2 in cement mortar (1:6) in superstructure per cum |
| 63 | Providing 12mm thick Cement plaster in cement mortar (1:6) in all floors finished smooth to out side smooth surface of brick walls after racking out joints scraping and cleaning the surface and finishing the plaster surface smooth using wooden float only to proper plumbs and level and making necessary grooves beads and drip course to give required ornamental finish as per drawing watering curing scafflding screeing sand etc |
| 64 | 16mm thick cement plaster (1:6) on brick work including all cost conveyance royalty and taxes etc complete to work site |
| 65 | Wall painting two coats with weather coat over a coat primer to inside and out side smooth furface with all cost of labour t and p materials etc complete |
| 66 | Wall painting two coats with plastic emulsion paint of approved shade over a coat primer on new work to give an even shade with all costof labour t and p materials etc complete |
| 67 | Fixing Kota tiles of minimum 16mm thick and size above 0.1 sqm in floors treads or steps and landing on 25mm thick bed of cement mortar 1:1 jointed with neat cement slurry mixed with pigment to match the shades of the tiles including rubbing and polishing complete execluding cost |
| 68 | Fixing Kota tiles of minimum 16mm thick and size above 0.1 sqm in dados skriting and riser of steps and 12mm thick bed of cement mortar 1:3 jointed with neat cement slurry mixed with pigment to match the shades of the tiles including rubbing and polishing |
| 69 | 2.5cm thick grading concrete (1:2:2) on roof slab with 6mm size hard granite chips complete all as per direction of EIC |
| 70 | Providing and laying pressed clay tiles as per approved pattern 20mm nominal thickness of approved size on roofs jointed with cement mortar 1:4 mixed with 2 percentage integral water proofing compound laid over a bed of 20mm thick cement mortar 1:4 and finished neat complete |
| 71 | For waiting areaEarth work excavation in all kind of soil within initial lead 50m and initial lift of 1.5m including rough dressing and leveling the bed etc complete in all respect and as per the direction of EIC |
| 72 | Filling in foundation and with excavated earth including watering ramming and compacting in layers not exceeding 150mm thick including labour sundries T and P etc complete and as per direction of EIC |
| 73 | Supplying and filling foundation and plinth with good quality river sand including watering ramming with cost conveyance royalities taxes of all materials and cost of all labour with T and P sundries required for the work etc complete as per specification and direction of EIC |
| 74 | CC (1:4:8) with 4cm size HG Crusher broken metal including all cost conveyance royalty and taxes etc complete to work site as per specification approved by the department and direction of EIC |
| 75 | CC (1:4:8) with 4cm size HG Crusher broken metal including all cost conveyance royalty and taxes etc complete to work site as per specification approved by the department and direction of EIC |
| 76 | Provinding liftinghoisting and laying Reinforced Cement Concrete of M25 grade in column base column footing raft foundation stem of the columns beams chauja fin lintel stair case jali shelves and slab etc as per approved designs and drawing having a minimum compresive strength in work test 20N square mm in 15cm cubes at 28days after mixing and test conducted in accordance with IS 456 ad IS 516 usingscreebed and washed sharp riveer sand for mortar and 10mm to 20mm size black hard crusher broken granite stone chips of approved quality from approved quarry washed nad cleaned to be mixed in concrete mixture with approved quality of cement including hoisting lowering laying and compacting concrete by using vibrators watering and curing for 28 days including centering and shuttering then after dismentaling and removing the debries away from the work site and finishing the exposed surface smooth providing grooves of beads whever necessary including cost conveyance loading unloading royalties and taxes of all materialscost of all labours scaffolding sundries T and P required for the work site etc complete in all respect but the excluding cost and conveyance of MS rodsor tor steel and binding wires and labour charges for straightening cutting bending etc of MS rods or tor steel and binding wires and tying the grills and placing in proper position as directed by the EIC Column Footing |
| 77 | Column |
| 78 | Plinth Band |
| 79 | Lintel |
| 80 | Roof Beam |
| 81 | Roof Slab |
| 82 | Fin |
| 83 | Providing and fixing centering and shuttering propping etc and removal of rom the site after completion of respective work as the direction of EIC Column Footing |
| 84 | Column |
| 85 | Plinth Bend |
| 86 | Lintel |
| 87 | Roof Beam |
| 88 | Roof slab |
| 89 | Fin |
| 90 | Cutting Straightening coiled or bent up MS plain HYSD TMT reinforcement bars welding or jointing if necessary bending binding tying the grills as required for RCC works providing fan hooks where necessary and hoisting lowering and placing in proper position according to approved designs and drawing including cost conveyance loading unloading and taxes of MS plain HYSD TMT reinforcement bar and binding wires of 18 to 20gauge required for the work and cost of all labour sundries T and P and scaffolding complete in all respect as directed by the EIC |
| 91 | Brickwork with Fly Ash bricks 25cm x 12cm x 8cm size having crushing strength not less then 75kg cm2 in cement mortar (1:6) in superstructure per cum |
| 92 | Providing 12mm thick Cement plaster in cement mortar (1:6) in all floors finished smooth to out side smooth surface of brick walls after racking out joints scraping and cleaning the surface and finishing the plaster surface smooth using wooden float only to proper plumbs and level and making necessary grooves beads and drip course to give required ornamental finish as per drawing watering curing scafflding screeing sand etc |
| 93 | 16mm thick cement plaster 1:6 on brick work including all cost complete |
| 94 | 6mm thick cement plaster (1:4) on brick work including all cost conveyance royalty and taxes etc complete to work site |
| 95 | Wall painting two coats with weather coat over a coat primer to inside and out side smooth furface with all cost of labour t and p materials etc complete |
| 96 | Wall painting two coats with plastic emulsion paint of approved shade over a coat primer on new work to give an even shade with all costof labour t and p materials etc complete |
| 97 | Fixing Kota tiles of minimum 16mm thick and size above 0.1 sqm in floors treads or steps and landing on 25mm thick bed of cement mortar 1:1 jointed with neat cement slurry mixed with pigment to match the shades of the tiles including rubbing and polishing complete execluding cost |
| 98 | Fixing Kota tiles of minimum 16mm thick and size above 0.1 sqm in dados skriting and riser of steps and 12mm thick bed of cement mortar 1:3 jointed with neat cement slurry mixed with pigment to match the shades of the tiles including rubbing and polishing |
| 99 | 2.5cm thick grading concrete (1:2:2) on roof slab with 6mm size hard granite chips complete all as per direction of EIC |
| 100 | For Construction of ToiletEarth work excavation in all kind of soil within initial lead 50m and initial lift of 1.5m including rough dressing and leveling the bed etc complete in all respect and as per the direction of EIC |
| 101 | Filling in foundation and with excavated earth including watering ramming and compacting in layers not exceeding 150mm thick including labour sundries T and P etc complete and as per direction of EIC |
| 102 | Supplying and filling foundation and plinth with good quality river sand including watering ramming with cost conveyance royalities taxes of all materials and cost of all labour with T and P sundries required for the work etc complete as per specification and direction of EIC |
| 103 | CC (1:4:8) with 4cm size HG Crusher broken metal including all cost conveyance royalty and taxes etc complete to work site as per specification approved by the department and direction of EIC |
| 104 | Brickwork with Fly Ash bricks 25cm x 12cm x 8cm size having crushing strength not less then 75kg cm2 in cement mortar (1:6) in superstructure per cum |
| 105 | Provinding liftinghoisting and laying Reinforced Cement Concrete of M25 grade in column base column footing raft foundation stem of the columns beams chauja fin lintel stair case jali shelves and slab etc as per approved designs and drawing having a minimum compresive strength in work test 20N square mm in 15cm cubes at 28days after mixing and test conducted in accordance with IS 456 ad IS 516 usingscreebed and washed sharp riveer sand for mortar and 10mm to 20mm size black hard crusher broken granite stone chips of approved quality from approved quarry washed nad cleaned to be mixed in concrete mixture with approved quality of cement including hoisting lowering laying and compacting concrete by using vibrators watering and curing for 28 days including centering and shuttering then after dismentaling and removing the debries away from the work site and finishing the exposed surface smooth providing grooves of beads whever necessary including cost conveyance loading unloading royalties and taxes of all materialscost of all labours scaffolding sundries T and P required for the work site etc complete in all respect but the excluding cost and conveyance of MS rodsor tor steel and binding wires and labour charges for straightening cutting bending etc of MS rods or tor steel and binding wires and tying the grills and placing in proper position as directed by the EIC Column Footing |
| 106 | Column |
| 107 | Plinth Bend |
| 108 | Lintel |
| 109 | Roof Beam |
| 110 | Roof Slab |
| 111 | Chhaja |
| 112 | Providing and fixing centering and shuttering propping etc and removal of rom the site after completion of respective work as the direction of EIC Column Footing |
| 113 | Column |
| 114 | Plinth Bend |
| 115 | Lintel |
| 116 | Roof Beam |
| 117 | Roof Slab |
| 118 | Chhaja |
| 119 | Cutting Straightening coiled or bent up MS plain HYSD TMT reinforcement bars welding or jointing if necessary bending binding tying the grills as required for RCC works providing fan hooks where necessary and hoisting lowering and placing in proper position according to approved designs and drawing including cost conveyance loading unloading and taxes of MS plain HYSD TMT reinforcement bar and binding wires of 18 to 20gauge required for the work and cost of all labour sundries T and P and scaffolding complete in all respect as directed by the EIC |
| 120 | Brickwork with Fly Ash bricks 25cm x 12cm x 8cm size having crushing strength not less then 75kg cm2 in cement mortar (1:6) in superstructure per cum |
| 121 | Brickwork with Fly Ash bricks 25cm x 12cm x 8cm size having crushing strength not less then 75kg cm2 in cement mortar (1:6) in superstructure per cum |
| 122 | Providing 12mm thick Cement plaster in cement mortar (1:6) in all floors finished smooth to out side smooth surface of brick walls after racking out joints scraping and cleaning the surface and finishing the plaster surface smooth using wooden float only to proper plumbs and level and making necessary grooves beads and drip course to give required ornamental finish as per drawing watering curing scafflding screeing sand etc |
| 123 | 16mm thick cement plaster (1:6) on brick work including all cost conveyance royalty and taxes etc complete to work site |
| 124 | 6mm thick cement plaster (1:4) on brick work including all cost conveyance royalty and taxes etc complete to work site |
| 125 | Wall painting two coats with weather coat over a coat primer to inside and out side smooth furface with all cost of labour t and p materials etc complete |
| 126 | Wall painting two coats with plastic emulsion paint of approved shade over a coat primer on new work to give an even shade with all costof labour t and p materials etc complete |
| 127 | MS grill gate made out of MS flat conforming to IS 206220006 painted with red oxide primer as per the design approved |
| 128 | Painting two coats with approved synthetic enamel paints of Asian Berger Dulox make and of approved colour shade to new iron incloding sand papering polishing the surface cost conveyance taxes of all materials and cost of all labour with T and P etc complete |
| 129 | Provinding and fixing in position factory made precast RCC M40 fixing with hold fast embedded in 1:3:6 concrete block for doors and windows frames having excellent smooth finish as per IS 6523 with reinforcement of 3nos 6mm dia main bars tied with 3mm MS strirrups placed 200mm CC and 6 numbers high strength polymer blocks of required size for fixing hinges including providing 6 no specically designed MS galvanised sleevs for accomodating 6mm dia fully threaded bolts for fixing |
| 130 | Provinding and fixing ISI marked flussh door shutters conforming to IS 2202 part I non-decorative type core of block board construction with frame of 1st class hard wood and well matched commercial 3ply veneering with vertical grains or cross bands and face veneers on both faces of shutters 30mm thick including ISI marked stainless steel bult hinges with necessary screws fixing decorative high pressure laminated sheet of plain wood grain in gloss matt suede finish |
| 131 | Providing and fxing to existing door frames 24mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24mm and wall thiickness 2mm with inbult edging on both side.The styles and rails mitered and joint at the corners by means of MS galvanised plastic brackets of size 75 x 220 mm having wall thickness 1.0mm and having wall thickness 1.0mm and stainless steel screws |
| 132 | Providing and fixing sactory made uPVC white colour fixed glazed windows ventilators comprising of upVC multi chambered frame and mullionwhen ever required extruded profiles duly renforced with 1.60 0.2 mm thick galvanized mild steel section made from roll forming process of required length shape and size according to UPVC profile upVC extruded glazing beads of appropriate dimesnsion EPDM gasket GI fasterners 100 x 8mm size for fixing frame to finished wall plastic packrs plastic caps and necessary stainless screws etc |
| 133 | Fixing vetrified tiles in floors treads or steps and landing on 25mm thick bed cement mortar 1:1 jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete excluding cost |
| 134 | Fixing vetrified tiles in dados skriting and risers of steps on 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete execuding cost of tiles |
| 135 | Fixing Kota tiles of minimum 16mm thick and size above 0.1 sqm in floors treads or steps and landing on 25mm thick bed of cement mortar 1:1 jointed with neat cement slurry mixed with pigment to match the shades of the tiles including rubbing and polishing complete execluding cost |
| 136 | Fixing Kota tiles of minimum 16mm thick and size above 0.1 sqm in dados skriting and riser of steps and 12mm thick bed of cement mortar 1:3 jointed with neat cement slurry mixed with pigment to match the shades of the tiles including rubbing and polishing |
| 137 | Fixing of ceramic floor tiles in floors treads or steps and landing on 25m thick bed of cement mortar1:1 jointed with neat cement slurry mixedwith pigment to match the shades of the tiles including rubbing and polishing |
| 138 | Fixing ceramic wall tiles in dados skriting and risers of steps on 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigments to match the shade of the tiles including rubbing and polishing complete excluding cost of tiles |
| 139 | 2.5cm thick grading concrete (1:2:2) on roof slab with 6mm size hard granite chips complete all as per direction of EIC |
| 140 | For Construction of Screen wallEarth work excavation in all kind of soil within initial lead 50m and initial lift of 1.5m including rough dressing and leveling the bed etc complete in all respect and as per the direction of EIC |
| 141 | Filling in foundation and with excavated earth including watering ramming and compacting in layers not exceeding 150mm thick including labour sundries T and P etc complete and as per direction of EIC |
| 142 | CC (1:4:8) with 4cm size HG Crusher broken metal including all cost conveyance royalty and taxes etc complete to work site as per specification approved by the department and direction of EIC |
| 143 | Filling in foundation and plint with good quality river sand with all cost complete |
| 144 | Provinding liftinghoisting and laying Reinforced Cement Concrete of M25 grade in column base column footing raft foundation stem of the columns beams chauja fin lintel stair case jali shelves and slab etc as per approved designs and drawing having a minimum compresive strength in work test 20N square mm in 15cm cubes at 28days after mixing and test conducted in accordance with IS 456 ad IS 516 usingscreebed and washed sharp riveer sand for mortar and 10mm to 20mm size black hard crusher broken granite stone chips of approved quality from approved quarry washed nad cleaned to be mixed in concrete mixture with approved quality of cement including hoisting lowering laying and compacting concrete by using vibrators watering and curing for 28 days including centering and shuttering then after dismentaling and removing the debries away from the work site and finishing the exposed surface smooth providing grooves of beads whever necessary including cost conveyance loading unloading royalties and taxes of all materialscost of all labours scaffolding sundries T and P required for the work site etc complete in all respect but the excluding cost and conveyance of MS rodsor tor steel and binding wires and labour charges for straightening cutting bending etc of MS rods or tor steel and binding wires and tying the grills and placing in proper position as directed by the EIC Column Footing |
| 145 | Column |
| 146 | Plinth Bend |
| 147 | Roof Beam |
| 148 | Providing and fixing centering and shuttering propping etc and removal of rom the site after completion of respective work as the direction of EIC Column Footing |
| 149 | Column |
| 150 | Plinth Bend |
| 151 | Roof Beam |
| 152 | Cutting Straightening coiled or bent up MS plain HYSD TMT reinforcement bars welding or jointing if necessary bending binding tying the grills as required for RCC works providing fan hooks where necessary and hoisting lowering and placing in proper position according to approved designs and drawing including cost conveyance loading unloading and taxes of MS plain HYSD TMT reinforcement bar and binding wires of 18 to 20gauge required for the work and cost of all labour sundries T and P and scaffolding complete in all respect as directed by the EIC |
| 153 | Brickwork with Fly Ash bricks 25cm x 12cm x 8cm size having crushing strength not less then 75kg cm2 in cement mortar (1:6) in superstructure per cum |
| 154 | Providing 12mm thick Cement plaster in cement mortar (1:6) in all floors finished smooth to out side smooth surface of brick walls after racking out joints scraping and cleaning the surface and finishing the plaster surface smooth using wooden float only to proper plumbs and level and making necessary grooves beads and drip course to give required ornamental finish as per drawing watering curing scafflding screeing sand etc |
| 155 | Wall painting two coats with weather coat over a coat primer to inside and out side smooth furface with all cost of labour t and p materials etc complete |
| 156 | For favor Block Supplying and laying m30 gradeheavy duty factory made hydraucally pressedand mechanically compacted free cast inter locking pavor 60 mm thick approve shape preparation of subabse with 30mm sand and leveling layingof interlocker paver block with sand bindingand final compactionwith plate vibrator finishing the surface including cutting the block with its edges and fixing kerb stone along both side of the pathway all complete as per specification of EIC |
| 157 | Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete as per the direction of EIC |
| 158 | Supplying and stacking at site dump manure from approved source including carriage upto 5km lead complete extra transportationthrough boat screened through sieve of IS designation 20mm |
| 159 | Spreading of sludge dump manure and good earth in required thickness as per direction of EIC |
| 160 | Anti termite treatment of lawn area through permise 30.50 IP one liter permise diluted in 499 liters water and applying solution 1.00liter solution per sqm lawn or bed area as per EIC |
| 161 | Grassing withselection no.1 Zoysia grass including wateringand maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for mowing including supplyiinggood earth if needed with neelgiri grass truf with 50mm to 60mm thickness |
| 162 | Digging holes in ordinary soil and refiling the same excavated earth mixed with anure or slaudge in the ratio of 2.1 by volme of earth after reduction by 20 percentage one partof stacked volume volumeof manure after reduction by 8 percentagefloodingwith water dressingincluding removal of rubbis and surplesearth if any with all leads and lifts holes 90cm |
| 163 | Supply and planting trees bottle palm of hight 210 240 350 Fishtail palm Foxtail palm Other type of Decorative palm Melia azedarach |
| 164 | Supplying of seater concrete chair Garden equipments including fixing at work site etc complete |
| 165 | For PH Internal Estimate PVC ASTM Pipes and fitting Riser and Down non concealed 40mm dia CPVC pipe Riser pipe |
| 166 | 25mm dia UPWC pipe Down pipe |
| 167 | PVC ASTM pipes and fitting Riser and Down concealed 20mm dia UPWC pipe |
| 168 | Supplying fitting and fixing with all labour T and Pas per specification the following Brass CP Jaquar GM fitting at appropriate locations along the pipe lines at all floors and at all height of approved make confirming to relevant IS specificccationatc complete in all respect as per direction of the EIC 15mm dia CP 2 way Bib Cock short body or Health Processor |
| 169 | 15mm dia CP Bib cock long body |
| 170 | 15mm dia CP Angle stop cock |
| 171 | 15mm dia Conc stop cock |
| 172 | 15mm dia CP Pillar cock |
| 173 | 15mm dia CP shower with arm |
| 174 | 600mm long CP Towel rail |
| 175 | CP soap holder |
| 176 | 15mm dia CP Towel Ring |
| 177 | 600mm longGlass shelf with CP frame |
| 178 | 32mm Waste |
| 179 | 40mm dia GMFW valve |
| 180 | Supplying fitting and fixing with all labourT and Pas per specification the following flexible PVC connectionpipes ans waste pipe making connectionwith pillar cock cistem wash hand basin at all height and all floors with all jointing materials etc complete as per direction of the EIC 450 600mm long 15mm dia PVC connection pipe |
| 181 | 40mm dia flexible PVC waste pipe 1mtr each |
| 182 | Supplying fittning and fixing of 10ltr capacity low level PVC cisten white colour towall floors and at height with all accessories etc complete in all respect as per direction of the EIC |
| 183 | Supplying fittning and fixing of following sizes of porcelain wash hand basin confirming to relevent IS specification of Nycer Cera Parryware make to the brick concrete wall etc complete as per direction of the EIC Standard 550 x 400 mm size basin |
| 184 | Prelain Squatting Urinal 600 x 355mm |
| 185 | Supplying fittning and fixing the standardsize of European pattern porcelain wash down water closet confirming to relevant IS specificationof Nycer Cera Parryware make having S or P trap etc with all required materials labour T and P etc complete as per directionof EIC |
| 186 | Supplying fittning and fixing the labour and T and P 4mm thick bevelled edge sheet glass mirror 508 mm x 406 of relevant IS specification to the brick concrete wall with full sheet hard board and CP down shapped screw on wooden PVC plug etc complete as per direction of EIC |
| 187 | Supplying all labourT and P etc for cutting holes in brick masonary wall RCC work for passing GI PVC of 15mm to 50mm dia and making good to the damages with CM 1:4 specificationof EICC |
| 188 | Supplying fitting and fixing of ISI marked PVC Class BSWR pipes with all materials labour and T P on concrete Bricks walls and ground with nails bibbins and wooden plugsas required including scaffolding with proper plumbing fitting for exposed pipes complete in alll respect as per direction of the EIC 110mm dia PVC pipes ground floors |
| 189 | Supplying fitting and fixing of following size of UPVC classBSWR fitting of ISI marked to UPVC pipes with all materails labour T and P including cutting of the walls with supply of nails bobbins and wooden plugs as required including scaffolding etc complete in all respect as per direction of EIC 110mm dia single Junction with door |
| 190 | 110mm diaplain door bend |
| 191 | 110mm dia P Trap |
| 192 | 110mm dia Off set |
| 193 | 110mm dia Cowl |
| 194 | 75mm dia single junction with door |
| 195 | 75mm dia elbow |
| 196 | Fixing rational moulded polyethyle cylindrical vertical water storage tanks conforming to IS 12701 1996 including cuting holes through the tank and fixing mild steel tubes and fitting and providing extre sockets and jam nuts fixing bal valve etc including hoisting upto a height of 5 miter above |
| 197 | 110mm dia pvc pipes for septic tank |
| 198 | For PH ExternalEarth work in excavation of F and P in all kinds of soil |
| 199 | Beyond 1.50m lift |
| 200 | Filling Foundation |
| 201 | Cement concrete (1:3:6) with 4cm size hard granite metal |
| 202 | Cement concrete (1:2:4) with 12mm size hard granite chips |
| 203 | 1st class fly ash brick work in cement mortar (1:3) in F and P |
| 204 | 12mm thick CP (1:3) F and P incluidng punning |
| 205 | 12mm thick CP (1:3) Foundation |
| 206 | Rigid and smooth centering and shuttering for RCC work |
| 207 | Cement concrete M25 for RCC work using 12mm size H G chips |
| 208 | MS reinforcement for RCC work |
| 209 | Fitting fixing of 110mm ODPVCSWR vent pipe |
| 210 | Fitting fixing of PVC cowl |
| 211 | Filling F and P with excavated materials with well watered and rammed outside of septic tank |
| 212 | For construction of soak way pitEarth work in excavation of F and P in all kinds of soil |
| 213 | Filling Foundation |
| 214 | Cement concrete (1:2:4) with 12mm size hard granite chips |
| 215 | 1st class fly ash brick work in cement mortar (1:4) in F and P |
| 216 | 1st class fly ash brick work in cement mortarin F and P |
| 217 | 12mm thick CP (1:6) Foundation |
| 218 | Filling Khoa |
| 219 | 12mm thick CP (1:3) Foundation |
| 220 | Rigid and smooth centering and shuttering for RCC work |
| 221 | Cement concrete M25 for RCC work using 12mm size H G chips |
| 222 | MS reinforcement for RCC work |
| 223 | For construction of inspection chamberEarth work in excavation of F and P in all kinds of soil |
| 224 | Cement concrete (1:3:6) with 4cm size hard granite metal |
| 225 | BW (1:4) in FP |
| 226 | 12mm thick CP (1:4) Foundation |
| 227 | RCC M25 |
| 228 | MS rod |
| 229 | Centering |
| 230 | For Drilling of Bore well Labour for drilling a perfectly vertical bore holes of speciifed diamiter for a specified fepth below ground level through hard and boulder formation by means for fast Drilling sophistical rigs as required to suit the site condition as per the direction of EIC including deploymnet of rig with accessories T and P consumable etc for finished core suitable for lowering of 125 x 100 mm nominal dia PVC or GI cashing pipes fitted withh sockets and with or without well creens as per necesity |
| 231 | Labour for lowering the folling sizes of PVC or GI pipes with ot without strainers as per necesity and fitted and fixed up in perfectly vertical position including cutting and threadingthe pipe as may be necessary and supplying all joint materials extra GI or PVC heavy quality tools and plant etc complete and keeping the top of the casing pipe threaded including plugging the tube wells to prevent entry of foregin materials |
| 232 | Cleaning and developing the tube well with supply of comperser worked till clear and adequate discharge is obtain from the tube well including supply and use of all necessary equipment and labour as per the direction of EIC |
| 233 | Withdrawing casing pipes |
| 234 | Supplying all materials labour and T and P for proving sanitary sealing by cement concrete grouting of annular space around GI PVC MS housing pipe up to 5mtr below ground level to plug the bore hole including cost of cement etc all complete |
| 235 | Submersible Centrifugal pump sets without control panel |
| 236 | Star Delta Control panel with APFC arrnagment |
| 237 | Estimate for Electrificationinternal wiring Recessed wiring to light point first light of group conctrol call bell point exhaust fan point wall fan point with 1.5sq mm FR PVC insulated single core multistrand copper conducter of ISI marked in 20mm dia non metalic PVC conduit with 6AMP 250V clip in type swithch ISI marked and ceiling rose ISI marked mounted on GI modular box with face plate and cover of suitablesize with 1.5sqm mm FR PVC insulated single core multistrand copper conductor as eart wire including all accesories and connection as per direction of EIC |
| 238 | Recessed wiring to ceiling fan point with 1.5sq mm FR PVC insulated single core multistrand copper conductor of ISI marked in 20mm dia non metalic PVC conduct with 6AMP 250V clip in type switch ISI marked and stepped modular box with Registere iSI marked mounted on GI modular box with face plate and cover of suitable size with 1.5sq mm FR PVC insulated single core multistarnd coppper conductor as earth wire including all accessories and connection as per direction of EIC |
| 239 | Recessed wiring for 5 6 AMP socket outlet with 6AMP 250 V clip in type modular switch ISI marked mounted on GI modular box with face plate and cover of suitable size including all accessories and connection on same switch board as per direction of EIC |
| 240 | Recessed wiring for 6 pin 16AMP socket outlet with 5AMP 250V clip in type switch ISI Market mounted on GI modular box with face plate and cover of suitable size with 1.5sq mm FR PVC insulated single core multistrand copper conductor as earth wire including all accesories and connection as per direction of EIC |
| 241 | Recessed wiring for AC socket outlet with 20AMP SPN industrial type socket outlet with plug top and metal chained cover in sheet steel enclosure industrial socket 20A SP MCB including all accessories and connection as per direction of EIC |
| 242 | 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 20mm dia non metalic heavy duty PVC conduct 1.6mm thick along with 1 x 2.5 sqmm FR PVC insulated single core multistrand copper conductor as earth wire as required |
| 243 | Recessed wiring to submain in 2 x 2.5 sq mm FR PVC insulated single core multistrand copper conductor of ISI marked confirming to ISI 694 1990 in 20 mm dia non metalic heavy duty PVC condut 1.6 mm thick along with 1 x 1.5 sq mm FR PVC insulated single core multistrand copper conductor as earth wire as required |
| 244 | Recessed wiring to submain in 2 x 1.5sqmm FR PVC insulated sinlge core multistrand copper conductor of ISI marked confirming to IS 694 1990 in 20mm 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 wise as required |
| 245 | Supplying and fixing of single pole MCB with sheet steel enclouser distributionboard on surface recess complete with tinned copper bus bar netural bus bar ear bar din bar detachable glaned plate interconnection phosphate and powder painted including earthing etc as required |
| 246 | Supply and fixing of 240 V C series miniature circuit breaker suitable for lighting and other loads of the following poles in the existing MCB DB ISI marked complete with connections testing and commissioning etc as required 6 AMP to 32 AMP rating SP MCB C series 10 KA breaking capacity |
| 247 | 6 AMP to 32 AMP rating DP MCB C seies breaking capacity |
| 248 | Supply of one number of PVC insulated and PVC seathed XLPE power cable of 1.1 KV grade of following sizes of cable as required 4 C x 16sqmm AI |
| 249 | 2 C x 6sq mm AI |
| 250 | Laying of one number of PVC insulated and pVC searthed XLPE power cable of 1.1 KV grades of size not exceeding 25 sq mm direct in ground including excavaion sand cushing protective covering an d refiling the trench etc as desired |
| 251 | Laying of one number of PVC insulated and pVC searthed XLPE power cable of 1.1 KV grades of size not exceeding 25 sq mm direct in ground in the existing RCC HUME STONE WARE METAL pipe as required |
| 252 | Laying and fixing of one number of PVC insulated and PVC searthed XLPE power cable of 1.1KV grade size not exceeding 25sq mm on surface as required |
| 253 | Supply and making end temination with brass compression gland and aluminum lugs for following size of PVC insulated and PVC sheathed XLPE aluminum cable 1.1KV as required 4C x 16sq mm |
| 254 | 2C x 6sq mm |
| 255 | Main panel with 63A 4P MCCB 1 no as incomer 40A 4P MCB 2 nos. 32A 2P MCB 10 nos as outgoing with electrolyic copper Bus Bars with 1nos 65KA SPD along with 1nos 32A 4P MCB |
| 256 | Earthing with GI earth plate 600mm x 600mm x 6mm thick ISI marked including accessories and providing masonary with cover plate having loccking arrangement and watering pipe etc with charcoal and salt as required |
| 257 | Supplying and laying 25mm x 6mmGI earth strip ISI marked at 0.5 meter below ground level as strip earthelectride including solding etc as required |
| 258 | Supplying and laying 25mm x 5 mm GI earth ISI marked on surface or in recess for connection etc as required |
| 259 | Providing and fixing 6swg GI wire on surface or in recess for looping as required |
| 260 | Energy effcient 9W LED light on existing angle holder or equivalent |
| 261 | Ceiling mounted indoor type 24W TUBE LED Luminaire with LED LED Lamp similar to Jaquar Cat No.LGLZ01x024xw or equvalent |
| 262 | Ceiling mounted indoor type 10W TUBE LED Luminaire with LED LED Lamp similar to Jaquar Cat No.LGLZ01x024xw or equvalent |
| 263 | Supply installation testing and commissioning of exhust fan 1200mm sweep including wiring the down rods of standard length with 1.5sq mm FR PVC insulated single core multiatrand copper conductor ets as required |
| 264 | Supply installationtesting and commissioning of exhaust fan of 300mm swep 900rpm in the existing opening incluidng making the hole to suit the size of the above fan making good the damage complete connection etc as required |
| 265 | Supply and erection of 7M long GI octagonal pole complete with RCC foundation required GI base plate single arm of ERW galvansedpipe 30mm 1M length providing GI pipes for cable entry junction box with prewired 6 AMP SP MCBloop in loop out terminal block wiring with copper wiere upto the fitting etc complete as required |
| 266 | Supply fixing and termination of outdoor street light LED Luminaire with 72w LED lamp similar to or equivalent for suitable termination with 3Cx1.5sq mm FRLS PVC insulated cable |
| 267 | Supply of one number of PVC and PVC seathed XLPE power cable of 1.1 KV grade of following sizes of cable as required 4C x 10sq MM AI |
| 268 | 2C x 6sq MMAI |
| 269 | Laying of one number of PVC insulated and PVC seathed XLPE power cable of 1.1 KV grade of size exceeding 25sq mm direct in ground in the existing RCC HUME STONE METAL pipe as required |
| 270 | Laying one number of PVC insulated and PVC seathed XLPE power cable of 1.1 KV grade of size not exceeding 25sq direct in ground including excavation sand cushing protective covering and refiling the trench |
| 271 | 4C x10sqmm |
| 272 | 2C x 6sq mm |
| 273 | Providing laying and fixing of 50mm dia GI pipe clong with GI accessories in ground for road crossing including trenches 75cm and refilling as required |
| 274 | Outgoing 6 nos 10A 1P MCB C as per SLD |
| 275 | Earthing with GI earth pipe 3 meter long 50mm dia including accessories and providing masonary enclouser with cover plate having locking arrangement and watering pipe etc with charcoal and salt as required |
| 276 | Providing and fixing 6swg GI wire on surface or in recess for looping as required |
| 277 | Speaker supply of 5.25 two way speaker with a frequency response 100Hz 16kHz frequency range 10db 70Hz 18KHz and long term programme power Handling of 120w the loudspeaker should have a sensitivity 1w 1m 92dp with a max SPL peak 114dBthe sound dispersion should be 90 x 90 Degrees or more Transformer Taps 70 100V 15w 30 W 60W the speaker should have environmentetal specs of IP65 per IEC 60529 and should come with OEM wall Mounting Bracket Approved amkes d and b Audiotechnik Meyer sound JBL Equivalent Model AWC 62 of JBL |
| 278 | Amplifier supply of 2 channel class DH power amplifer with built in Audio Digital Singal Processor and option for remote control and supervisiona maximum Output power 900W 8 ohms 1750W 4 ohms 1200w 70volts Max Bridged output power 5500W 4 ohms Frequency Response 1dB ref 1KHz 15Hz 20KHz Max input impedence 20kohm signal to noise ratio 109db with build in Digital Signal Processor like 31 Band Graphic Equalizer per channel paramteric Equalizer per channel output delays Audio Limitters Audio Filters approvedmakes powersoft JBL Dynacord Lab Gruppen Equivalent Model CDI 2 600JBL |
| 279 | Supplying laying of Speaker Cable 2C x 2.5sqmm with required earth work of depth 300mm and putting Brick over the cable before filling the trenth complete with all labour and materials as per the direction of EIC |
AI Tender Summary
Tender Timeline
Aug 03, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedAug 17, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 21, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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