Tender For Construction Of A Shooting Range On A Thane Municipal Corporation Amenity Plot At Waghbil, Within The Thane Municipal Corporation
Tender Value
20.18 Crore
Estimated cost
Bid Submission
21 Sep 2026
8 days left
EMD
10.09 Lakhs
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Thane → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of A Shooting Range On A Thane Municipal Corporation Amenity Plot At Waghbil, Within The Thane Municipal Corporation
BOQ
| Sl. No. | Item Description |
| 1 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum,including removing the excavated material up to a distance of 50m. beyond thebuilding area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary backfilling, ramming,watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means |
| 2 | Excavation for foundation in earth, soils of all types, sand,gravel and soft murum,including removing the excavated material upto a distance of 50metres beyond thebuilding area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary backfilling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5m to 3.0m) By Mechanical Means |
| 3 | Excavation for foundation in Hard murum and boulders including removing the excavated material upto a distance of 50 metres, beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5 m to 3.0 m.) By Mechanical Means-Depth From 3.0 m to 4.50 m depth add 20 % |
| 4 | Excavation Beyond 4.50m :4.50 m to 6.00 m depth add 30 % |
| 5 | Excavation Beyond 6.00m : Below 6.00 m to 7.50 depth add 40 % |
| 6 | Filling in plinth and floors with approved excavated material in 15cm. to 20cm. Layers including watering and compacting etc. complete. |
| 7 | Filling in plinth and floors with contractors material/brought from outside and approved by Engineer incharge in layers of 15 cm to 20 cm including watering and compaction etc. complete. |
| 8 | Carting away unwanted excavated material such as soil, lime, moorum, building rubbish (including RCC debris, masonry debris , laterite stone, ordinary rock, boulders etc.) from the site to a disposal location arranged by the contractor at his own cost, for all leads and lifts, including loading, transportation by mechanical automotive means, unloading, and all incidental charges; the contractor shall obtain all necessary statutory approvals for disposal. Distance Upto 20Km. |
| 9 | Dewatering the excavated trenches/pits, pools of water, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge including cost of machinery, labour, fuel, pipe and it's accessories etc. complete. Note : This item will be operated/executed with the prior specific sanction of the Head of department. |
| 10 | Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete |
| 11 | Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for foundation and bedding / steps including steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) |
| 12 | Providing and laying Cast in situ/Ready Mix cement concrete in M-20 of trap/granite/quartzite/gneiss metal for R.C.C.coping to plinth or parapet and sill of doors and windows moulded as per detailed drawings or chamfered as approved by the Engineer including steel centering, formwork, cover blocks, laying/pumping, compacting ,curing , finishing androughening them if special finish is to be provided and curing complete. (Excludingreinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible DrumType mixer/ concrete Batch mix plant (Pan mixer) etc. complete.Withfineaggregate (Crushed sand VSI Grade-Basement to Ground floor |
| 13 | 1st Floor |
| 14 | 2nd Floor |
| 15 | 3rd Floor |
| 16 | Terrace Floor |
| 17 | Providing and laying Cast in situ/Ready Mix cement concrete M-40 of trap / granite/quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. columns as per detailed designs and drawing or as directed including Steel centering formwork, cover blocks laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) |
| 18 | Providing and laying Cast in situ/Ready Mix cement concrete M-40 of trap / granite/quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)-Basement to Ground floor |
| 19 | 1st Floor |
| 20 | 2nd Floor |
| 21 | 3rd Floor |
| 22 | Terrace Floor |
| 23 | Providing and laying Cast in situ/Ready Mix cement concrete M-40 of trap /granite/quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compactionand roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)-Basement to Ground floor |
| 24 | 1st Floor |
| 25 | 2nd Floor |
| 26 | 3rd Floor |
| 27 | Terrace Floor |
| 28 | Providing and laying Cast in situ/Ready Mix cement concrete M-40 of trap/granite / quartzite/ gneiss metal for R.C.C. slabs and landings as per detailed designs and drawings including steel centering, formwork, cover blocks, laying/pumping,compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)-Basement to Ground floor |
| 29 | 1st Floor |
| 30 | 2nd Floor |
| 31 | 3rd Floor |
| 32 | Terrace Floor |
| 33 | Providing and laying Cast in situ/Ready Mix cement concrete in M-40 of trap/ granite/ quartzite/ gneiss metal for R.C.C. pardi of required thickness including steel centering, formwork, cover blocks, laying/pumping, compacting and roughening them if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)-Basement to Ground floor |
| 34 | 1st Floor |
| 35 | 2nd Floor |
| 36 | 3rd Floor |
| 37 | Terrace Floor |
| 38 | Providing and laying Cast in situ/Ready Mix cement concrete in M-40 of trap / quartzite /granite /gneiss metal for R.C.C. Waist slab, and steps of staircases as per detailed design and drawings or as directed including steel centering, plywood/ steel formwork, steel props, laying/pumping, compaction, finishing uneven and honeycombed surface with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing etc. complete. (Excluding einforcement, including cover block).(Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc.) with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)-Basement to Ground floor |
| 39 | 1st Floor |
| 40 | 2nd Floor |
| 41 | 3rd Floor |
| 42 | Terrace Floor |
| 43 | Providing and laying in situ cement concrete M -30 with tremix treatment for 200 mm thickness for Concrete Road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20 mm deep with necessary refilling with bitumen ( excluding reinforcement) with coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) etc. complete with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc.complete. |
| 44 | Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of shuttering and de-centering at all levels, over a height of 4.5m.Plan Area will be Payable Only |
| 45 | Providing and fixing in position HCRM / CRS (Corrosion Resistant Steel) barreinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs,beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins,arches etc. as per detailed designs,drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.-Basement to Ground floor |
| 46 | 1st Floor |
| 47 | 2nd Floor |
| 48 | 3rd Floor |
| 49 | Terrace Floor |
| 50 | Design & Execution of Post Tensioning Slab & Beam with Supply, assembly, installation and profiling of all post tensioning tendons includings laying of HT strands, PVC Sheathing jointing with couplers and inserting the strands , profiling, fixing live end anchorages, including fixing tendons support bars with all hardware, stressing of all tendons with equipments and skilled manpower, Stressing anchorage, cement grouting of all tendons with equipments and skilled manpower, designing of post tensioned slab and beams as per IS : 1343 for bonded system as per layout issued by Consultants, getting design approved from Consultant, preparation of as built drawings for PT slabs and beams at all levels and lifts. Contractor should quote the rate considering Silica Grout to be used as a grouting material (only Cement - additive Grout) & stressing ends to be protected. Only Plan area of slab will be measured for payment. |
| 51 | Supply, assembly, installation and profiling of all post tensioning tendons includings all hardware, stressing of all tendons with equipments and skilled manpower, cement grouting of all tendons with equipments and skilled manpower, designing of post tensioned beams as per IS : 1343 for bonded system as per layout issued by Consultants, getting design approved from Consultant, preparation of as built drawings for PT beams at all levels and lifts. Contractor should quote the rate considering HDPE (High Density Polyethylene) for sheathing material, Silica Grout to be used as a grouting material (only Cement - additive Grout), future prestressing provision & stressing ends to be protected. |
| 52 | Providing and laying in-situ Light weight foam concrete of density 1000 kg/m³ using OPC cement, foaming agent, water, and sand (if required) (as per design) for filling, slope formation, or void filling under the auditorium flooring. Rate including centering, formwork, mixing, pumping, placing in position, leveling & finished with required slopes/levels, curing, and all leads and lifts complete as per specifications and drawings. |
| 53 | Providing & filling cinder/AAC blocks or any such similar light weight material at any lead & level incl. watering, consolidating , top surface dressed and levelled to proper gradient etc.complete as per direction of engineer incharge. |
| 54 | Finishing upto 225 mm thick cement concrete laid to proper level and slope including compacting finishing with tremix treatment for paving slab with compaction by screed vibrator, removing excess water from the cement concrete by tremix vaccum dewatering system , finishing the surface with floater and trowel including all etc. complete as directed |
| 55 | Providing and laying plum concrete in cement concrete 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded granitic or basaltic stone aggregate 40 mm nominal size) with plums not exceeding 40% of the volume of the finished concrete of size ranging from 150 to 300 mm (but the maximum dimension not exceeding 1/3rd (one third) the least dimension of member under consideration excluding the cost of centering and shuttering with hard stone plum for retaining wall including required weep holes with PVC pipe at 1m c/c in staggered way, scaffolding / staging, raking out joints, curing, levelling course at bottom in all conditions etc. complete as per drawing and specifications, and as directed by the Engineer. |
| 56 | Centering and shuttering of steel plates with M.S. Angles including strutting, propping etc. and removal of form for : Walls (any thickness) including attached butteresses,,retaining wall, shear wall, diaphragm wall etc |
| 57 | Providing Autoclaved Aerated Concrete Block masonary of conforming to IS:2185 (Part 3) - 1984 in extra fine jointing mortar of fixoblock of UltraTech or equivalent in Half brick thick wall including striking joints, raking out joints and scaffolding etc. Complete. (The test shall be carried out conforming to IS:6441 (Part I) - 1972) |
| 58 | Providing Autoclaved Aerated Concrete Block masonary of conforming to IS:2185 (Part 3) - 1984 in extra fine jointing mortar of fixoblock of UltraTech or equivalent in superstructure including striking joints, raking out joints and scaffolding etc. Complete. (The test shall be carried out conforming to IS:6441 (Part I) - 1972)-Basement to Ground floor |
| 59 | 1st Floor |
| 60 | 2nd Floor |
| 61 | 3rd Floor |
| 62 | Terrace Floor |
| 63 | Providing fly ash brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete-Basement to Ground floor |
| 64 | 1st Floor |
| 65 | 2nd Floor |
| 66 | 3rd Floor |
| 67 | Terrace Floor |
| 68 | Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) by treating the top surface of plinth filling at the rate of 5 litres of emulsion concentrate at 1.0 percent of clorophyrifos per One Sq.m of surface area covering ten years guarantee on bond paper. |
| 69 | Providing and laying 10 to 13mm thk. heavy duty,scratch resistant, high abrasion resistant vitrified tiles (Durastone of equivalent) conforming to I.S.15622 with special hard wearing layer and water absorbtion less than 0.08% for flooring of an approved, quality,make, pattern and size for flooring including cement mortar bedding of 25 mm thick in 1:4 proportion,cutting, leveling, jointing, filling the joints by neat cement slurry or approved colour grout, curing, finishing etc complete as directed by Engineer In Charge.Size of Tile-600mm X1200mm |
| 70 | Providing and fixing 9 to 10 mm thk. vitrified tiles as specified below conforming to I.S. 15622-2006 of approved quality, pattern and colour for flush/projected skirting and risers including preparing the surface and levelling in the desired line, backing of 20 thk. cement mortar in porportion 1:3, square cut top edge or chamfered top edge in cement mortar 1:3, cement float, machine cutting, leveling, jointing, filling the joints with neat cement slurry or pigments mixed with cement, finishing, curing etc complete as directed by Engineer In ChargeSize of Tile-600mm X1200mmLight coloured glazed vitrified tiles for height upto 150mm |
| 71 | Providing and fixing 9 to 10 mm thk. vitrified tiles as specified below conforming to I.S. 15622-2006 of approved quality, pattern and colour for flush/projected skirting and risers including preparing the surface and levelling in the desired line, backing of 20 thk. cement mortar in porportion 1:3, square cut top edge or chamfered top edge in cement mortar 1:3, cement float, machine cutting, leveling, jointing, filling the joints with neat cement slurry or pigments mixed with cement, finishing, curing etc complete as directed by Engineer In ChargeSize of Tile-600mm X1200mmDark coloured glazed vitrified tiles for height upto 150mm |
| 72 | Providing and laying Full Boby vitrified antiskid type tiles of size 600 mm x 1200 mm and 10 mm thick having water absorption within 0.1% to 0.5% and conforming to IS Code 15622 of approved make, shade and pattern for flooring bedded in cement mortar mix in ratio of 1:6 (1 cement : 3 natural sand :3 crushed sand) including cleaning and preparing the surfaces for bedding in required thickness (should be more than 20 mm ) , spreading neat cement slurry using minimum cement about 2 Kg./Sqm.. over cleaned surface and spreading neat cement paste using minimum cement about 4.5 Kg. / Sqm. over cement mortar bed, pointing/grouting with white or color cement or approved chemical grout, required adhesive for fixing on metal surface, required spacers, cleaning, curing protection of tiles etc. All works complete as per the drawing, specification & tender drawing and direction of the Engineer. |
| 73 | Providing and laying Full Boby vitrified Glossy finish decorative type tiles of size 600 mm x 1200 mm and 10 mm thick having water absorption within 0.1% to 0.5% and conforming to IS Code 15622 of approved make, shade and pattern for Skirting , dado in required position laid on a required thickness of back coat in cement mortar 1:3 to correct line (should be more than 20 mm) , level and plumb including neat cement float, pointing / grouting with white or color cement or approved chemical grout, required spacers, curing, cleaning and protection of tiles etc. All works complete as per the drawing, specification & tender drawing and direction of the Engineer. |
| 74 | Providing and laying machine cut machine Polished Kota stone flooring 25mm to 30mm thick and required width in plain/ diamond pattern on bed of 1:6 C. M. including cement float, filling joints with neat cement slurry, curing, polishing and cleaning etc. complete.-Basement to Ground floor |
| 75 | 1st Floor |
| 76 | 2nd Floor |
| 77 | 3rd Floor |
| 78 | Terrace Floor |
| 79 | Providing and fixing in required position skirting or dado of polished Kotah Stone slab 25 mm to 30 mm thick fixed on base on plaster of cement mortar 1:4 including cement float, filling joints with cement slurry, curing rubbing, polishing and cleaning complete-Basement to Ground floor |
| 80 | 1st Floor |
| 81 | 2nd Floor |
| 82 | 3rd Floor |
| 83 | Terrace Floor |
| 84 | Providing and laying Full Boby vitrified antiskid type tiles of size 600 mm x 600 mm and 10 mm thick having water absorption within 0.1% to 0.5% and conforming to IS Code 15622 of approved make, shade and pattern for flooring bedded in cement mortar mix in ratio of 1:6 (1 cement : 3 natural sand :3 crushed sand) including cleaning and preparing the surfaces for bedding in required thickness (should be more than 20 mm ) , spreading neat cement slurry using minimum cement about 2 Kg./Sqm.. over cleaned surface and spreading neat cement paste using minimum cement about 4.5 Kg. / Sqm. over cement mortar bed, pointing/grouting with white or color cement or approved chemical grout, required adhesive for fixing on metal surface, required spacers, cleaning, curing protection of tiles etc. All works complete as per the drawing, specification & tender drawing and direction of the Engineer. |
| 85 | Providing and laying Full Boby vitrified Matt/Glossy finish decorative type tiles of size 600 mm x 600 mm and 10 mm thick having water absorption within 0.1% to 0.5% and conforming to IS Code 15622 of approved make, shade and pattern for Skirting , dado in required position laid on a required thickness of back coat in cement mortar 1:3 to correct line (should be more than 20 mm) , level and plumb including neat cement float, pointing / grouting with white or color cement or approved chemical grout, required spacers, curing, cleaning and protection of tiles etc. All works complete as per the drawing, specification & tender drawing and direction of the Engineer. |
| 86 | Providing and laying in position flooring of telephoneblack /AmbaWhite /Cat barybrown/Ruby red/Ocean Brown granite stone of approved shadeand size 18mm to 20mm thick on bed 1:6 cement mortar including cement floats striking joints, pointing inC.M. 1:3 curing and cleaning etc. complete.-Basement to Ground floor |
| 87 | 1st Floor |
| 88 | 2nd Floor |
| 89 | 3rd Floor |
| 90 | Terrace Floor |
| 91 | Providing and fixing polished natural stone tiles /slab as specified below of approved quality, pattern and colour for flush/projected skirting and risers including preparing the surface and levelling in the desired line, backing of 20 thk. cement mortar in porportion 1:3, square cut top edge or chamfered top edge in cement mortar 1:3, cement float, machine cutting,leveling, jointing, filling the joints with neat cement or pigment mixed with cement, polishing, finishing, curing etc complete as directed by Engineer In Charge.15 to 20 mm thk. Ruby red, jet black, Hasan green Granite tiles/slab for height upto 150 mm |
| 92 | Providing leather finished polishing to Granite Stone slab by continuous grinding in 4 coats of different bits to receive rough and matt finish including buffing process before laying and fixing of stone as per drawing and design, including cleaning, washing and finishing etc. complete.-Basement to Ground floor |
| 93 | 1st Floor |
| 94 | 2nd Floor |
| 95 | 3rd Floor |
| 96 | Terrace Floor |
| 97 | Providing and laying telephone black / AmbaWhite / Cadburybrown / Ruby red /Ocean Brown granite stone of 18 to 20mm thick for door frame/dado/window boxingetc.On C.M. 1:6 including filling joints with polymer base filler nosing/moulding thesharp edges wherever necessary, curing, etc. complete.-Basement to Ground floor |
| 98 | 1st Floor |
| 99 | 2nd Floor |
| 100 | 3rd Floor |
| 101 | Terrace Floor |
| 102 | Providing and fixingmachine cutmirror polished 18mmto20mmthick telephoneblackgranite /AmbaWhite /Catbarybrown/RBI red/OceanBrowngranitestonepartition with full moulding the edges etc. complete . Both side polish-Basement to Ground floor |
| 103 | 1st Floor |
| 104 | 2nd Floor |
| 105 | 3rd Floor |
| 106 | Terrace Floor |
| 107 | Providing sills of requiredmaterial 20mm to 25mm thick, on a bed of cementmortar 1:4including cement float, filling joints with neat cement slurry, curing,moulding edges, polishing,cleaning complete. b) Granite-Basement to Ground floor |
| 108 | 1st Floor |
| 109 | 2nd Floor |
| 110 | 3rd Floor |
| 111 | Terrace Floor |
| 112 | Providingandfixingmachinecutmachinepolished18mmto20mmthick telephoneblack/AmbaWhite/Catbarybrown/RBIred/OceanBrowngranitestonefor treadsandrisersofstepsandstaircasesofapprovedcolourandshadewith full mouldingandthreegroovedlinefor the treads on bed of 1:4Cementmortar including float fillingjoints with neat cement slurry curing polishing and cleaning etc. complete.-Basement to Ground floor |
| 113 | 1st Floor |
| 114 | 2nd Floor |
| 115 | 3rd Floor |
| 116 | Terrace Floor |
| 117 | Providing and laying machine cut machine polished machine cut Kota stone slabs 20 to 25 mm thick for treads and risers of steps and staircases, with rounded nosing for the treads on a bed of 1:4 cement mortar including cement float, filling joints with neat cement slurry, curing, polishing and cleaning etc. complete.-Basement to Ground floor |
| 118 | 1st Floor |
| 119 | 2nd Floor |
| 120 | 3rd Floor |
| 121 | Terrace Floor |
| 122 | Providing leather finished polishing to Kota / Marble / Shahabad / Kadappa Stone slab by continuous grinding in 4 coats of different bits to receive rough and matty finish including buffing process before laying and fixing of stone as per drawing and design, including cleaning, washing and finishing etc. complete.-Basement to Ground floor |
| 123 | 1st Floor |
| 124 | 2nd Floor |
| 125 | 3rd Floor |
| 126 | Terrace Floor |
| 127 | Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 80MM thick in M-40 grade of approved size and shape for City streets, small /medium market roads,low volume roads, utility cuts on arterial roads etc. as specified and as per IS15658:2006 including cost of all materials,manufacturing,curing, transportation of blocks to work site including loading, unloading and stacking as directed, laying paving blocks in position over prepared bed of natural sand/ crushed sand of 50mm thickness including necessary excavation in all stratas,spreading blindge of fines and over the prepared bed,compacting blocks by plate vibrator etc. complete. |
| 128 | Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 100MM thick in M-50 grade of approved size and shape for City streets and roads with high volume/ heavy traffice as specified and as per IS 15658:2006 including cost of all materials, manufacturing, curing, transportation of blocks to work site including loading, and stacking as directed, laying paving blocks in position over prepared bed of natural sand / crushed sand of 50 mm thickness including necessary excavation in all stratas,spreading blindge of fine sand over the prepared bed, compacting blocks by plate vibrator etc. complete. |
| 129 | Providing and fixing of high intensity reflective conspicuity tape 25 to 50mm width, on edges of treads in staircase including, cutting, pasting etc. of make 3M or equivalent brand as per the direction of engineer in charge.-Basement to Ground floor |
| 130 | 1st Floor |
| 131 | 2nd Floor |
| 132 | 3rd Floor |
| 133 | Terrace Floor |
| 134 | Providing internal cement plaster 12mm thick in single coat in cement mortar 1:4 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc. complete.-Basement to Ground floor |
| 135 | 1st Floor |
| 136 | 2nd Floor |
| 137 | 3rd Floor |
| 138 | Terrace Floor |
| 139 | Providing and applying gypsum plaster (with Gypsum material )with finishing with gypsum material in10 to 13 millimeter thickness to previously plastered surface/or on newly brick surface (Excluding rough cast plaster)in all position including preparing and Finishing the surface scaffolding etc.complete. |
| 140 | Providing internal cement plaster 6 mm thick in a single coat in cement mortar 1:4 without neeru finish to concrete surface in all positions including scaffolding and curing etc. complete.-Basement to Ground floor |
| 141 | 1st Floor |
| 142 | 2nd Floor |
| 143 | 3rd Floor |
| 144 | Terrace Floor |
| 145 | Providing waterproof plaster in W.C. and bath 12 mm thick for dado in cement mortar 1:3 with neat finishing, floating using waterproofing compound at the rate of 1 Kilogram. per bag of cement of approved make and manufacturer and curing etc. complete. (Excluding Tiles) (As directed by Engineer in Charge)-Basement to Ground floor |
| 146 | 1st Floor |
| 147 | 2nd Floor |
| 148 | 3rd Floor |
| 149 | Terrace Floor |
| 150 | Providing and applying priming coat on concrete/ masonary/ Asbestos Cement plastered surfaces including scaffolding if necessary, preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and sand papering as required etc. complete.-Basement to Ground floor |
| 151 | 1st Floor |
| 152 | 2nd Floor |
| 153 | 3rd Floor |
| 154 | Terrace Floor |
| 155 | Providing and applying Royale/Velvet Touch paint of approved colour and shade to the existing plaster surface including scaffolding, preparing the surface, applying the acrylic wall putti etc. complete |
| 156 | Providing and applying three coats of White/colour wash to any surface with lime wash prepared from quick lime of best quality by adding blue/colour pigments and glue of approved colour, quality in required quantities at all height and locationsas directed including scaffolding, cleaning and preparing surfaces for painting with broom, coir and sand paper if necessary or by any other approved means etc. complete as directed by Engineer-in-charge. |
| 157 | Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1Kilogramper cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete.-Basement to Ground floor |
| 158 | 1st Floor |
| 159 | 2nd Floor |
| 160 | 3rd Floor |
| 161 | Terrace Floor |
| 162 | Providing and applying two coats of exterior weather shield paint of approved manufacture and of approved colour to the plastered surfaces including cleaning, preparing the plaster surface, applying primer coat, scaffolding if necessary, and watering the surface for two days etc complete.-Basement to Ground floor |
| 163 | Providing and applying Textured paint of approved texture and colour for External walls/surfaces which includes preparing the surface, applying primer, putty & paint to 2-3 number of coats to achieve desired texture & applying protective coat to give a finish acceptable to the engineer and any additional coats if required shall be at the cost of the contractor, as per manufacturers specification and technical manual including required cleaning of the surfaces, curing etc. complete to the entire satisfaction of the Engineer. Rate shall be inclusive of surface preparation to line & level with all necessary tools & tackles, etc. maintaining proper line, level and grooves at all height including the necessary scaffolding, curing, cleaning of floor etc complete. to the satisfaction of Engineer-in-charge. All the materials shall be of approved make. All works complete as per the drawing, specification and direction of the Engineer. |
| 164 | Forming, finishing, and dressing a 20 mm wide groove in the plastered surface, including cutting to the required size and alignment, repairing and making good the groove edges and any damaged plaster, carrying out the work at all levels and at any height with necessary scaffolding, including curing, cleaning of floors and removal of mortar droppings and all associated debris, and completing the work in a neat and uniform finish as per approved specifications and to the complete satisfaction of the Engineer-in-Charge. |
| 165 | Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge. Note:- (1) The elevational area of the scaffolding shall be measured for payment purpose. (2) The payment will be made once only for execution of all items for such works. |
| 166 | Waterproofing Treatment to new Toilet/ bathroom by using Polymeric Cementitious Membrane as approved by Engineer in charge, followed by 112mm thick brick bat coba covered with 20 mm mortar finish. If there are cracks on the bare slab, open the crack in V Groove and fill it with ready to use repair polymer modified mortar based on special cements, aldehyde based polymers with thixotropy modifying agents. If there are lots of honeycombs and identified bad patches of concrete the same should be grouted as per the instructions of site incharge. (The grouting shall be paid separately). Clean the entire surface thoroughly and over this prepared surface, apply three coats of polymeric Cementitious waterproofing coating having a non-toxic, 2-(methoxycarbonyl)-1-propeneButyl-2 propenoate (MPBP) based polymeric waterproofing solution as approved by Engineer in charge. Provide and lay 112 mm average thicknes of brick bat coba in cement mortar 1:5 over 12mm thick CM 1:3 bedding with one pouch of 330 grams of thorough blend of special cements, aldehyde based polymers, shrinkage compensating agents as approved by Engineer in charge per 50 Kg bag of cement and finishing with 20 mm thick cement plaster in cement mortar 1:3 by mixing one 330 grams pouch of above admixture per 50 Kg bag of cement, including all lead, lifts and laid to proper slope to drain off water entirely preparing bell mouth including watta, beveled or champhered portion at the junction of wall and work up to a height of 300 mm or as directed and including finishing the top layer of waterproofing treatement with false marking of 30 cm x 30 cm or as directed, curing and covering the whole treatment. MPBP Polymeric Waterproofing Coating for Concrete and Masonry should have following minimum properties:1) Elongation % (ASTM D412-2016): @ 100% 2) Tensile Strength N/mm2 (ASTM D412- 2016): 3.3 3) Specific Gravity: 1.02 ± 0.02 4) Total Solids (ASTM D1644-2012): 43.98 5) Hardness Shore A (ASTM D2240-2015): 82-Basement to Ground floor |
| 167 | 1st Floor |
| 168 | 2nd Floor |
| 169 | 3rd Floor |
| 170 | Terrace Floor |
| 171 | Providing waterproofing treatment through specialized agencies as per their specifications to the flooring of water closets, bathrooms, kitchen, nahanies, washing places, sanitary blocks etc. by giving INJECTIONS with cement solution with water proofing compound into the floor slab so as to make it consistent, homogeneous and impervious against leakage, seepage etc. The sunk portion shall then be covered with brickbat waterproof coba in 1:5 c.s. of required thickness with necessary gradient for easy flow of water. Finally the floor shall be covered with joint less waterproof cement plaster in 1:3 c.s. 12 mm to 15 mm thick finished rough for receiving tiles. The average thickness of complete treatment shall not be less than 100 mm. The soil pan area will not be deducted. ( After completion of work leakage test shall be carried out after impounding the water for 7 days without any extra cost. The actual treated area will be measured and paid for). |
| 172 | Extra for providing additional thickness of brickbats over 100 mm in 1:5 c.s. either due to location of rain water pipes or due to increase in the travel length of flow of rain water or brick bats required in the sunk portion of baths, W.C.s nahani etc. The rate includes for fixing brickbats in C.M., with waterproofing compound as per specification as directed. |
| 173 | Providing cement based water proofing treatment to terraces (Indian water proofing or alike) with brick bats laid in required slope to drain the water for any span after cleaning the base surface. Applying a coat of cement slurry admixed with approved water proofing compound and laying the brick bats on bottom layer in C.M.1:5 admixed with approved water proofing compound filling up to half depth of brick bats, curing this layer for 3 days, applying cement slurry over this layer joints of brick bats with C.M.1:3 admixed with approved water proofing compound and finally top finishing with average 20 mm. thick layers of same mortar added with jute fiber at 1Kilogramper bag including finishing the surface smooth with cement slurry admixed with approved water proofing compound. Marking finished surface with false squares of 300mm x 300 mm. making the junctions at the parapet rounded and tapered top for required height, with drip mould at the junction of plaster and parapet and curing and covering 10 years Guarantee against leakproofness on Court fee stamp paper of Rs. 500/- including ponding test etc. complete.-Basement to Ground floor |
| 174 | 1st Floor |
| 175 | 2nd Floor |
| 176 | 3rd Floor |
| 177 | Terrace Floor |
| 178 | Providing and installing crystalline waterproofing treatment to inside surfaces of the water retaining structures.VERTICAL SURFACES :a) Treatment shall consist of preparation of surfaces including ‘V’grooves at junctions and joints, pressure grouting the same and curing for specified period.b) Applying two coats of approved crystalline waterproofing compound at specified intervals as recommended by manufacturer and as directed by Engineer-in charge and allowed to cure.c) Extra for Plastering of walls and finishing smooth with 15 mm thick cement mortar 1:4 (1 cement : 4 fine sand) admixed with approved waterproofing compound in recommended proportions.HORIZONTAL SURFACES :d) Extra for Laying of 30 mm average thick cement concrete of mix 1:2:4 (1 cement : 2 coarse sand : 4 coarse aggregate of 12.5mm nominal size) admixed with approved waterproofing compound in recommended proportions, on floors to required gradient, including rounding of corners / junctions with walls and floors etc., and finished smooth and cured.Tank shall be tested by filling with water for required depth and maintaining it for 72 hrs. for checking the leakages. The rate includes giving 10 year guarantee for waterproofing on a Rs.100/- stamp paper in approved proforma. |
| 179 | Providing and fixing 20 to 25 mm thick rough shahabad box type waterproofing for basement or underground floor on a base of Cement concrete 1:3:6, including sub base of 2.50 centimeter thick Cement mortar 1:3 with conceal, secrete (RMW), Algae proof or other alike waterproofing liquids, raking of joints upto 35 mm depth, filling the joints with 6 mm size crushed metal, hand grouting with cement slurry, curing and cleaning, with 7 years guarantee on court fee stamp of Rs. 100/- with ponding test etc complete. (excluding Cement concrete 1:3:6 base concrete ) |
| 180 | Providing and fixing 20to25mm thick rough shahabad box type waterproofing treatment to vertical outside faces of Reinforced Cement concrete walls of basement or underground floor including filling the gap of 25mm between rough shahabad and R.C.C.walls with cement grout mixed with waterproofing liquid Algae proof or other alike with one tile lift method, brushing the joints horizontally with cement slurry mixed with water proofing liquid for width 30to35mm and sloping coping over topmost tile with cement mortar1:3,butting the botto mmost with Cement concrete1:2:4mixed with water proofing liquid, curing, with 7years guarantee on court fee stamp of Rs.100/-with ponding test etc complete. (excluding Cement concrete 1:3:6 base concrete) |
| 181 | Providing water proofing treatment to existing RCC overhead tank, basements, lift-pits and other underground structures. The treatment shall be done by giving INJECTIONS wherever necessary with waterproofing compound and cement solution as per tenderer‟s specifications into the floor & walls upto the full height of structures. All inherent holes, cavities, voids & honeycomb shall be filled up to make the structure consistent, homogenous resistant to water breakages, seepage, dampness and moisture etc. The floor shall then be treated with waterproofing metal coba of 30 mm to 35 mm thick in 1:4 C.S. mortar and walls with first coat of waterproofing plaster as per tenderer‟s specifications. Finally both floor and walls shall be finished smooth with jointless waterproofing plaster 1:3 C.S. 12 mm to 15 mm thick with water proofing materials as per tenderer‟s specifications in cement or finished rough to receive tile pavement or dado. The thickness of the treatment shall not be less than 50 mm to 60 mm for floors and 25 mm for walls. (The actual area of the |
| 182 | Solid Core Flush door Single leaf- Providing and fixing factory made solid core flush door in single leaf 35 mm thick, decorative types, of exterior grade, as per detailed drawings, conforming to I.S.:2202 - 1962 (Revised) with approved face veneers on both faces with/without glazing and venetians in the positions shown on the drawings or as directed, all necessary beads, moulding and lipping, holdfasts, mat finish stainless steel fixtures fastenings, finishing with french-polish/ waxing complete. (without door frame). (Sample to be got approved from Ex.Engineer before use) Commercial Hard Wood shutter.-Basement to Ground floor |
| 183 | 1st Floor |
| 184 | 2nd Floor |
| 185 | 3rd Floor |
| 186 | Terrace Floor |
| 187 | Solid Core Flush door Double leaf- Providing and fixing factory made solid core flush door shutters in double leaves 35mm thick marine grade block board core with teak wood lipping patti including french polish & approved veneers finish on both faces as per detailed drawings, conforming to I.S.: 2202 – 1966. All other necessary fittings and fastenings are matt finish stainless steel fixtures and fastening, stoppers and finishing with french polishing etc. |
| 188 | Providing and fixing aluminum ventilators with aluminium with Anodizing frames 80 x 38 mm x 1.22 mm box type (including frame and shutter) with three partitions using 5mm thk frosted glass in one partition, Exhaust opening in one partition & 4 mm thk glass louvers in one partition with using weight and size of section not less then as required including sub frame (wherever required), locking arrangement, silicon sealant ,EPDM gaskets, including all aluminum fixture and fittings etc. complete . Rectangular tube @0.478kg/m |
| 189 | Providing and fixing in position powder coated aluminium louvered windows / ventilator of various sizes with powder coating as per detailed drawing and specifications including aluminium frames 80 x 38 mm x 1.22 mm box type, 5 mm thick sheet glass louvers, of approved quality etc. complete. |
| 190 | Providing and fixing in position aluminium fixed window fully glazed of any size as per detailed drawing and as directed by Engineerincharge with all necessary alluminium sections including necessary fixtures and fastening such as 5 mm thick clear float glass etc. complete. Note While arriving at the rate of item of item weight at 6.90 Kilogram/ One Square Metre is considered.a) Colour anodized |
| 191 | Providing and fixing in position (as per 1868 / 1982) Alluminium sliding window of three tracks with rectangular pipe 95 x 38.10 x 0.90 mm at weight 0.637 Kilogram/One Rmt. with window frame bottom track section 92 x 31.75 x 1.30 mm at weight 1.070 Kilogram/One Rmt.. Top and side track section 92 x 31.75 x 1.30 mm at weight 0.933 Kilogram/Rmt. The shutter should be of bearing bottom 40 x 18 x 1.25 mm at weight 0.417 Kilogram/One Rmt. Inter locking section 40 x 18 x 1.10 mm at weight 0.469 Kilogram/Rmt. and handle and top section 40 x 18 x 1.25 mm at weight 0.417 Kilogram/Rmt. As per detailed drawings and as directed by Engineer in charge with all necessary Aluminium sections fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 mm thick plain glass and aluminium mosquito net shutter with stainless steel jail with all required screws and nuts etc, complete. With colour Anodising with box. |
| 192 | Providing and fixing of factorymade uPVC Sliding window & door (White Colour)complete,comprising uPVC multi-chambered frame having in-built uPVC roller track on top and uPVC sash with wall thickness of 2.3mm(+-0.2mm),duly reinforced withG.I. section 1.5mm,where ever required. uPVC window & door profile shall be made in India & shall conform to BSEN12608 and other standards as mentioned below: S.No.Name of the test Test Method Specified Parameter1TensileImpactStrength ISO8256-morethan 700Kj/m2 2VicatSoftening Temperature EN ISO – 306 Shall not be < 750C3 Charpy Impact Strength EN ISO – 179-2 Shall not be < 20KJ/m24 Flexural Modulus Elasticity EN ISO – 178 Shall not be < 2200 N/mm25 Mean Breaking Stress for welded corner(a) For the tensile bending test EN – 514 Shall not be < 25 N/mm2(b) For the compression bending test Shall not be < 30N/mm26 Heat Reversion Test IS:4985-2000 Shall not be > 2.0 %7 Surface Spread of flame BS : 476 - Part 7 Classification 18 Ignitability Evaluation BS : 476 - Part 5 'P' Not easily ignitable9 Tensile modulus ASTM D 638 Shall not be < 35 MPa10 Shear Modulus ASTM D 732 Shall not be < 220 MPa11 Tensile Strength EN ISO 527 Shall not be < 30 MPaAll corners of frame and sash will be Fusionwelded. After placing 5mm Float Annealed glass in the sash, uPVCglazingbead, interlock, EPDM/TPEgasket, brush shall be provided including touch lock and rollers & proper drainage system shall be provided.Window/Door will be fixed to the wall with 100 mm long and 8mm dia.Fasteners and complete in all respect as perd irection of Engineer-In-Charge. uPVC Window and Door Profiles are warranted for a period of ten(10) years against non-uniform discoloration, wrapping and rotting under general use.b. 3 Track 3 / 6 Sash (Big Series) window frame of size 122 x 54 mm & Sash of size 64 x 47 mm-Basement to Ground floor |
| 193 | 1st Floor |
| 194 | 2nd Floor |
| 195 | 3rd Floor |
| 196 | Terrace Floor |
| 197 | Providing and fixing of factorymade uPVC Sliding window & door (White Colour)complete,comprising uPVC multi-chambered frame having in-built uPVC roller track on top and uPVC sash with wall thickness of 2.3mm(+-0.2mm),duly reinforced withG.I. section 1.5mm,where ever required. uPVC window & door profile shall be made in India & shall conform to BSEN12608 and other standards as mentioned below: S.No.Name of the test Test Method Specified Parameter1TensileImpactStrength ISO8256-morethan 700Kj/m2 2VicatSoftening Temperature EN ISO – 306 Shall not be < 750C3 Charpy Impact Strength EN ISO – 179-2 Shall not be < 20KJ/m24 Flexural Modulus Elasticity EN ISO – 178 Shall not be < 2200 N/mm25 Mean Breaking Stress for welded corner(a) For the tensile bending test EN – 514 Shall not be < 25 N/mm2(b) For the compression bending test Shall not be < 30N/mm26 Heat Reversion Test IS:4985-2000 Shall not be > 2.0 %7 Surface Spread of flame BS : 476 - Part 7 Classification 18 Ignitability Evaluation BS : 476 - Part 5 'P' Not easily ignitable9 Tensile modulus ASTM D 638 Shall not be < 35 MPa10 Shear Modulus ASTM D 732 Shall not be < 220 MPa11 Tensile Strength EN ISO 527 Shall not be < 30 MPaAll corners of frame and sash will be Fusionwelded. After placing 5mm Float Annealed glass in the sash, uPVCglazingbead, interlock, EPDM/TPEgasket, brush shall be provided including touch lock and rollers & proper drainage system shall be provided.Window/Door will be fixed to the wall with 100 mm long and 8mm dia.Fasteners and complete in all respect as perd irection of Engineer-In-Charge. uPVC Window and Door Profiles are warranted for a period of ten(10) years against non-uniform discoloration, wrapping and rotting under general use.c. 3 Track with Mesh-2 Glass Sash + 1 Mesh Sash (Each sash shall be half of width of window) (Big Series) Window frame of size 122 x 54 mm & Sash of size 64 x 47 mm.-Basement to Ground floor |
| 198 | 1st Floor |
| 199 | 2nd Floor |
| 200 | 3rd Floor |
| 201 | Terrace Floor |
| 202 | Providing & fixing in position Frame less sensor operated glass double shutter sliding doors with 12 mm thick toughened crystal edge polished glass withapproved etching design manufactured to relevant I.S. codes from approved manufacturer including cost of activators, switches, track and mounting profile, Carrier, Door suspension device with adjustable fixture, Motor with decoder,Track rail, Return pulley, Basic module, control with integrated switched power supply unit and multi-way connectors for optional expansion modules, Door stop, safety sensors etc.Dorma Make or equivalent as required all complete at all heights as per approved drawing and as directed by the Engineer-in-Charge. All exposed edges of the glass shall be ground, polished and rounded. The door shall be provided with sensing devices to detect motion in front of the door( Both Inner and Outer face ), activate the control mechanism and thus open and close the door. |
| 203 | Providing and fixing mild steel grill work for windows, ventilators etc. 20 Kilogram/ One Sq.m as per drawing including fixtures, necessary welding and painting with one coats of anticorrosive paint and two coats of oil painting complete. |
| 204 | Providing and Fixing mat finish stainless steel (of 304 grade ) railing with top pipe of 50 mm dia. and vertical pipe of 38 mm dia at 0.60 m c/c or as required and horizontal pipes of 25 mm dia in three rows, all pipes of 2 mm thick including buffing,fabricating fixtures and fastening including pipe base of appropriate diameter and ball base of 75 mm dia above newel post of 75 mm diameter etc. complete (Prior approval of sample and brand ) |
| 205 | Providing and fixing MS. railing system (all type of railing , Grab bar , hand rail etc) modular in form, chemically passivated assembled with fittings made of Hollow tubes, channels, plates etc.with approved finish, including welding, grinding and making curvature (wherever required) and fitting the same with necessary nuts and bolts complete, i/c fixing the railing with necessary accessories & dash fasteners, bolts etc., of required size, on given surface with suitable arrangement as per approval of Engineer, (for payment purpose only weight of MS members shall be considered. All works complete as per the drawing, specification and direction of the Engineer. The hand railing and other horizontal members shall be bent to the correct radius shown on the drawings by appropriate means without losing the profile of the pipe. as directed by Engineer. MS railing shall be painted with one coat of Zinc Chromate Primer of total thickness of 35DFT. The railing shall be cleaned and applied Two Coats of Synthetic Enamel paint to provide minimum Dry Film thickness of 50 ± 5 micron for each coat. The interval between two coats should be 24 hours. Total paint thickness shall not be less than 150 micron DFT at any surface. The surfaces at connections (laps) shall receive both the coats properly at shop. Final touch up of same color shall be made after erection also.Rate should be inclusive of placing railing in proper position and in line embedded in concrete. |
| 206 | Providing and fixing 1300mm high S.S.304 Grade Stainless steel railing with 40mm diameter and 1.5mm thick at top, 40mm diameter and 1.5mm thick vertical supports spaced at 1.5m center to center and 12mm thick toughened glass including fabricating ,fixtures, errecting, necessary welding , grinding , finishing, buffing to stainless steel pipe etc. complete |
| 207 | Providing and applying two coats of synthetic enamel paint of approved colour to new /old structural steel work and wood work in buildings, including scaffolding if necessary, cleaning and preparing the surface (excluding primer coat) etc. complete. |
| 208 | Telephone Black Granite Wash Hand Basin Counter : Providing and making wash basin counter in single piece of 18 mm to 20 mm thk. Telephone Black granite 600 mm side fixed over 25 to 40 mm thk. Black Cuddappa, stand with type construction,by making zari, in walls upto 75 mm deep & fitting the wall surface by C.M. 1:2 with necessary moulding,profile cutting in granite and cudappa including making hole to receive pillar cock for wash basin etc complete and as per detailed. |
| 209 | Providing and constructing raised platform of 750 mm wide and 600 to 750mm high using minimum 40mm thick polished kadappa stone slab base with minimum 15mm thk. polished stone top as specified below of approved quality, colour and texture, supported by both side polished, 40mm thk. and minimum 700mm wide kadappa spaced at not more than 1200mm clear, including polished facia of min. 100mm height as specified below with champhered/ rounded at the top edges, jointing in approved adhesives, machine cutting, making opening for sink and fixing the same in position, leveling, smooth cement plastering along the sides to match the existing surface in cement mortar, filling the joints with pigment mixed with cement, cleaning, finishing, curing etc complete as directed by Engineer InCharge. (The cost of providing the sink shall be paid extra asper plumbing items)Steel gray Granite granite slab at top and facia |
| 210 | Providing and laying cement concrete flooring 50 mm thick with M15 cement concrete laid to proper level and slope in alternate bays including compaction filling joints, marking lines to give the appearance of tiles of 30cm x 30cm or other size laid diagonally/ square etc finishing smooth (with extra cement) in any colour as directed and curing etc. complete.with Crushed sand VSI Grade |
| 211 | Providing and fixing frame with/without ventilator of size as specified with Country cut teak wood for doors and windows including chamfering, rounding, rebating, iron holdfast of size 300mm x 40mm x 5mm with oil painting, etc. complete-Basement to Ground floor |
| 212 | 1st Floor |
| 213 | 2nd Floor |
| 214 | 3rd Floor |
| 215 | Terrace Floor |
| 216 | Providing and fixing Second class teak wood moulded beading to doors frame and window frames with iron screws ,nails, adhesive , plugs etc with required french polish. All works complete as per the drawing, specification and direction of the Engineer. |
| 217 | Providing and fixing fire doors with 2 hour fire rating conforming to IS: 3614 (Part 2), BS 476 (Parts 20 & 22), ISO 834 ; 45 mm thick fully flush, double skin door shell with lock seam joints at stile edges made from 1.25 mm thick galvanized steel sheet including door frames made from 1.6 mm thick galvanized steel sheet formed to double rebate profile of size 143 mm x 57mm as per manufacturer's instructions, door frames and shutter primed with Zinc Phosphate stoving Primer and finished with Polyurethane Aliphatic grade or epoxy paint including iron mongery consisting of stainless steel ball bearing butt hinges 3 mm thick fixed flush to the frame and shutter, full width horizontal handles (panic bar), concealed flush bolts, door closers, other standards fixtures and fasteners, etc. complete for the following clear opening sizes:FRD-SIZE 1.2x2.4m |
| 218 | Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9mm with lock plate of 3.15mm thickness reinforced with 35x35x5mm angle section fitted with sliding bolts and handles for both sides,deep M.S. channel section of depth and thickness not less than 65mm and 3.15mm respectively with holdfast arrangements, M.S.Bracket plate300x300x3.15mm minimum size and shape with square bar,suspension shaft of minimum 32mm diameter,hood cover of M.S.sheet not less than 0.9 mm thickness and of any size at top and safety devices including mechanical gear operation arrangement consisting of worm gear wheels and worms of high grade cast iron or mild steel and one coat of red lead primer etc. complete. (I.S. 62481979) (With mechanical gear) |
| 219 | Supply and fixing first quality washable artificial creepers as per approved colour & make made up of polyester fabric, commonly used for decoration of external cladding. Rate shall be inclusive of fixing of steel wire mesh for the support, artificial creepers and all necessary reruired fittings for fixing of creepers, hooks, screws etc. Steel wire mesh shall be painted with synthetic Enamel paint of approved shade. All complete as per the Architectural drawings, specifications and directed by the Engineer in- Charge. Work to include required double legged independent scaffolding for entire height. |
| 220 | Providing,aupplying,fabricating and fixing panel of aluminium composite panel cladding in approved shape made out of 4 mm thick ACP sheet material consisting of 3mm thick FR grade mineral core following NBC part IV Fire and life safety (having 2 hours fire resistance in accordance to ASTM E119-12 and BS476 part 6 and 7 class O) sandwitched between two aluminium sheets (each 0.5 mm thick of AA 5005/AA3105 grade) The aluminium composite panel cladding sheet shall be coil coated with kynar 500 based PVDF/Lumiflon based fluropolymer resin (having 70:30 ratio of PVDF and acrylic) coating of approved colour and sg=hade on top face and polymer (service) coating of bottom face as specified using stainless steel screws,nuts,bolts,washers,cleats,weather silicon sealent,backer rods etc. overall weight of the ACP shall not be less than 7.5 Kilogram/Square Metre)-Basement to Ground floor |
| 221 | 1st Floor |
| 222 | 2nd Floor |
| 223 | 3rd Floor |
| 224 | Terrace Floor |
| 225 | Providing structural steel work in hollow section of various thickness and sizes in square, rectanular and round shape from 25mm to 450mm section as per IS 4923 YST 310 Grade produced from iron ore and blast furnace route etc. as per detailed designs and drawing or as directed including cutting, fabricating, hoisting, erecting, fixing in position, making riveted/bolted/ welded connections and painting complete.-Basement to Ground floor |
| 226 | 1st Floor |
| 227 | 2nd Floor |
| 228 | 3rd Floor |
| 229 | Terrace Floor |
| 230 | Providing structural steel work in single stanchions composed of R.S.J. Channel etc. with caps, bases, mild steel plated, angle brackets, cleats, gusset plates, anchor bolts etc. as per detailed designs and drawings or as directed including cutting, fabrication, hoisting, erecting fixing in position, making riveted/ bolted/ welded connection and one coat of anticorrosive paint and over it two. coats of oil painting approved quality and shade etc. complete.-Basement to Ground floor |
| 231 | 1st Floor |
| 232 | 2nd Floor |
| 233 | 3rd Floor |
| 234 | Terrace Floor |
| 235 | Providing & fixing Cold formed sections for roof purlins, girts eave struts & supporting arrangement and other miscellaneous structural parts in 345Mpa Yield strength , 275GSM galvanized . All purlins with pre punched holes of dia. 14 mm-16 mm-20 mm as per specified centre to centre spacing. Rod/ ANGLE bracing shall confirm to the Physical specifications IS 2062. |
| 236 | Providing and applying epoxy paint primer with middle coat and top coat to superstructure including scaffolding etc complete. |
| 237 | Design, fabricate, package, deliver (to Job site) and install Cap curtain wall glazing systems comprising 6mm toughened glass of approved make with light control 3M window film having main frame of verticals and horizontals ( Aluminium Mullion & Transom Section ) , pressure plate & cover cap of appropriate size, made out of specially designed extruded aluminium sections with design drawing intent, fabricated, fixed at all levels, elevation and heights to the Masonry/RC walls with necessary clamps, appropriate grade brackets, aluminium angles , screw and anchor fasteners , scaffolding material etc complete. All clamps and brackets shall be Mild Steel Hot dip galvanized. The extruded aluminium section shall be powder coated to 60 microns in approved colour. Glass will be fixed by screwing pressure plate & using both side EPDM gasket. Weather sealant will be of Dow Corning/ Wacker/G.E. or equivalent Grade. All incidental works and complete the job as per approved drawings and specifications , gaskets shall be E.P.D.M. |
| 238 | Providing and fixing colour coated Zincalume ( R ) AZ150 ( min 150 gms/sq.mt. total on each side ) profiled sheets for roofing. The feed material is manufactured out of nominal 0.45 mm Base Metal Thickness ( BMT ) (0.5 mm TCT ), Hi-strength steel with min.550 MPa yield strength, metallic hot dip coated with Aluminium-Zinc alloy (55% aluminium 43.4% zinc 1.6% silicon) with COLORBOND ( R ) steel quality super durable polyester paint coat ( with inorganic pigment). The paint shall have a total coating thickness of nominal 35 um, comprising of nominal 25 um exterior coat on top surface and nominal 10 um reverse coat on back surface. Profile sheet shall have nom. 950- 1050 mm effective cover width and nominal 25-30 mm deep ribs with subtle square fluting in the five pan at nominal 180-250 mm center- to-center. The end rib shall be designed for anti-capillary groove. and return leg. The feed material should have coil manufacturers product details marked a regular interval. Including fasteners with min. fastened with min. 25 um Zinc-Tin alloy coated, Hex head, self-drilling screw etc. complete. (weight of profile 4.52 Kilogram/ One Sq.m) |
| 239 | Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer. (The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work.)Structural steel work for framing works will be paid seperatly in relevent Item. |
| 240 | Supply and fixing of Customized laser cut screen panel cladding fixed system. The Screen panels of various sizes as per design requirement shall be manufactured from high corrosion resistant aluminium alloy of 3.0mm thickness which shall be fixed to a suitable and rigid MS substructure. Screen panels shall have customized perforation as per architects design and is to be provided to suite the design Panels. Panels shall be coated on visible side with Exterior Powder Coating in approved colour.The panels of required length and height shall be fixed to sub structure by means of GI screen panel guide clamps of 20 x 43x 2mm . Panels shall be bending from all four sides and shall have extended flanges to accommodate clamps. The Panels shall be fixed to a suitable structure by means of fixing side extrusion fixed to the panel at appropriate centers to proprietary metal clamp to a support system taking into account the relevant live loads and a dead load. There will be a provision for an expansion joint of 20mm between two adjacent panel ends. Installation shall be carried out as per manufacturer recommendation.Rate shall be exclusive of required MS substructure which will be paid in relevant item. |
| 241 | Providing and erecting chain link fencing 1.6 M. height with G.I. chain link of size 50 x 50 mm, 8 gauge thick and fixed 75 mm above ground level on vertical M.S. Angles of 40 x 40 x 6 mm size, includind excavating pits for foundation and embedded in C.C. block of 1:4:8 mix of size 450 x 450 x 670 mm. at 1.75 M. c/c with iron bar 16mm dia as hold fast including welding link with angle frame at 30 cm c/c with nuts and bolts and horizontal M.S. Angles at top and bottom of 25 x 25 x 5 mm size and vertical M.S. flat 35 x 5 mm and 25 x 5 mm horizontal including cross support of 40 x 40 x 6 mm angles both side at every corner or bend embedded in concrete blocks of 1:4:8 of size 450 x 450 x 670 mm including 3 coats of oil painting etc. complete |
| 242 | Providing & fixing of Chemical Anchors with HILTI-HIT-V Rod with HY200RV3 mortar & Epoxy of RE500 V4 embeded in concrete by making Drill holes of the required diameter and depth using a rotary hammer drill. Clean drilled holes thoroughly using compressed air and a steel brush to remove dust, debris, and moisture. Chemical injection to be done using HDE GUN. Rate should be inclusive of installation, curing, and testing as per manufacturer’s instructions & Specifications. 16 mm chemical anchor fastner embedded upto 150 mm inside concrete |
| 243 | Providing & fixing of Chemical Anchors with HILTI-HIT-V Rod with HY200RV3 mortar & Epoxy of RE500 V4 embeded in concrete by making Drill holes of the required diameter and depth using a rotary hammer drill. Clean drilled holes thoroughly using compressed air and a steel brush to remove dust, debris, and moisture. Chemical injection to be done using HDE GUN. Rate should be inclusive of installation, curing, and testing as per manufacturer’s instructions & Specifications. 20 mm chemical anchor fastner embedded upto 150 mm inside concrete |
| 244 | Providing and laying cast in situ / Ready Mix Cement Concrete M-30 for bored piles each of load capacity and as per design and of 600 mm diameter or as directed placed through steel shells sunk to the required depth through all strata except rock excluding provision of reinforcement as per detailed drawings and design approved by the Engineer-in- charge including placing with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) by tremie arrangements, compaction of concrete including chipping and dressing and withdrawal of shell etc. complete. (Excluding steel reinforcement) |
| 245 | Providing and laying cast in situ / Ready Mix Cement Concrete M-30 for bored piles each of load capacity and as per design and of 750 mm diameter or as directed placed through steel shells sunk to the required depth through all strata except rock excluding provision of reinforcement as per detailed drawings and design approved by the Engineer-in- charge including placing with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) by tremie arrangements, compaction of concrete including chipping and dressing and withdrawal of shell etc. complete. (Excluding steel reinforcement) |
| 246 | Providing and laying cast in situ / Ready Mix Cement Concrete M-30 for bored piles each of load capacity and as per design and of 1000 mm diameter or as directed placed through steel shells sunk to the required depth through all strata except rock excluding provision of reinforcement as per detailed drawings and design approved by the Engineer-in- charge including placing with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) by tremie arrangements, compaction of concrete including chipping and dressing and withdrawal of shell etc. complete. (Excluding steel reinforcement) |
| 247 | Providing placing and Driving in position 6 millimeter mild steel liner for R.C.C. Piles upto required depth with 12mm thick mild steel cutting edge of 0.50m length at bottom including fabricating cutting the mild steel sheet to required diameter and shape ,welding the joints and driving with the help of required machineries including all materials labours and lifts etc. complete as directed by the Engineer in charge. Upto 3.00 meter deep liner |
| 248 | Providing placing and Driving in position 6 millimeter mild steel liner for R.C.C.Piles upto required depth with 12mm thick mild steel cutting edge of 0.50m length at bottom including fabricating cutting the mild steel sheet to required diameter and shape,welding the joints and driving with the help of required machineries including all materials labours and lifts etc.complete as directed by the Engineer incharge. Spec:(Asdirected by Engineer in Charge From 3.00 to 9.50 meter deep liner |
| 249 | Empty boring for 525 to 600 mm dia. bored R.C.C. cast in situ piles including withdrawal of shell, removal of earth to a distance of 50 metres etc. complete. Spec :(As directed by Engineer in Charge) |
| 250 | Chipping and dressing of the R.C.C. piles upto 0.60 meter including cleaning reinforcement and removal of dismantled materials upto a distance of 50 meter beyond the building area etc. for providing pile caps. Spec :(As directed by Engineer in Charge.) |
| 251 | Chiseling through pile shells in hard strata like boulders, soft and hard rocks Beyond 550 mm and upto and inclusive of 750 mm dia. including removing and stacking the loose materials etc. complete and disposing of the unserviceable materials outside complete |
| 252 | Carrying out low strain pile integrity test on 600mm diameter pile including all arrangements for test, quipments/ accessories, materials, labour, submission of test report etcbut excluding the cost of installation of job pile (installation of pile shall be paid seperately as per releventitems)all complete as per specification and as directed by the engineer-in-charge |
| 253 | Conducting routine vertical load test for 1.5 times safe load carrying capacity by means of High Strain Dynamic Load Test including provision and erection of crane- hammer-drop mechanism, acceleration and displacement velocity transducers to record both force and velocity including excavation, dewatering, preparation of pile head including building up of pile, additional reinforcement if any etc. all complete as per approved method (ASTM D4945-89), submission of test report, specifications and instructions of the Engineer for piles of following diameter : |
| 254 | Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete |
| 255 | Providing, detailing, and fabricating as per specifications, transporting to site and erecting MS Openable / Sliding / Ornamental Entrance Gates including track and wheel, locking arrangement, fixing bolts, nuts, washers, cleats, stiffeners, gussets decorative balusters, arrow heads etc. and all necessary operations like straightening, bending, cutting, drilling, grinding, machining if specified, welding etc. complete weighing 60 to 65 kg/Sqm, including cleaning, Grinding and removing the welding burr and preparing surface and applying one coat of red oxide zinc chromate primer and one coat of Synthetic Enamel paint after fabrication and second coat of Synthetic Enamel paint after erection, with approved colour, shade and brand etc. including touching up with primer etc. complete as directed by Engineer In Charge. |
| 256 | Providing and fixing bituminous pad 25mm thick for expansion joints in retaining wall, compound wall etc. complete. |
| 257 | Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5 mm thick including 1.5 Refractive index reflectorizing glass beads @ 250gm/sqm .Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be > 250 mcd/sqm/lux measured in the initial 7 days and sustained reflectivity RL of 100 mcd/sqm/ lux and Qd of 100 mcd/sqm/ lux measured at the end of 2 years by means of a Standard Reflectometer of Zehntner, Easylux, Delta make capable of measuring RL & QD both according to IRC 35:2015 clause 15.5. The finished surface to be level, uniform, and free from streaks and holes complete as per direction of Engineer-in-charge and in accordance with applicable specifications.(Refer MORTH Clause 803 for technical Specification and Performancefor IRC 35:2015). |
| 258 | Providing and fixing 45 cm wide G.I. rung ladder of ISMC 75 as a verticle runner fixed aprt 200 mm from wall with same section at 0.9 m center to center and steps of 32 x 32 x3 mm size G.I. pipe with anti-skid marks at a distance of 300 mm center to center for water tank including fixing it in RCC work with HILTI chemical fastner wherever required and painting the ladder with anti rust Pu coated paint & primer etc complete. - ( Length of ladder will be measured for payment purpose) |
| 259 | Supplying and fixing of Factory made Precast RCC slabs at site in concrete Grade of M-25 with 20 mm nominal size Granitic or basaltic aggregate, consolidated by means of mechanical platform, vibration etc. with lifting hooks of M.s. 10mm bars and PVC cups including cost of reinforcement, Certificate from manufacturer shall be produced indicating grade of concrete and minimum content of steel in the product along with 5 year free replacement warranty in case of breakage complete and as directed by Engineer -in -charge.Size 1000x 1000 x 150 mm with steel reinforcement not less than 7 kg per unit -30 T capacity |
| 260 | Providing & Fixing Target Back Fire Wall with Back MS Framing in 50X50X2.5mm square pipe, Front side Coverd with Seasoned Pine Wood. |
| 261 | Electrical Target Changer PulleySpecifications:- Main Control Unit-1 - Moving Target Carrier-1 - Butt End Assembly-1- Pellet Catcher-1 - Lamp Fixture-1 - Guide Rope – 11m by 2 Nos. - Driving Rope – 20m - 230V & 50Hz Machine |
| 262 | Anti - Skid Shooter Mat 14mtr X 3mtr X 8mm thick, Imported, Approved by Any Internation FedrationStandard roll size 1.5m width 20.5m length, Weight: 4.7kg/m2, Impact resistance (EN 1517) ≥8 N/m2, Abrasion resistance (EN ISO 5470-1) ≤350mg, Impact protection index (IPI) 76%, Shock absorption (EN14808) ≥25% class P1 (Labosport Result = 31%), Indentation resistance (EN 1516) ≤0.5mm, Ball bounce (EN 12235) ≥ 90%, Vertical deformation (EN 14809) ≤2mm, Sliding coefficient (EN 13036-4) 80 – 110, Fire (EN 13501-1) Cfl-s1,Anti-Viral activity (human coronavirus 229E) – ISO 21702….99.37% (after 2h00) Anti-bacterial activity. |
| 263 | Baffle for 25mtrShooting RangeMade of Square Tube Structure with 3mm Thick Plate in Center. Both side fill 100mm JSR Rubber mat front & back side. All 4 side coverd with 25mm thick Seasoned Pine Wood. Vertical column made of 100X100X5mm thick square pipe all side covered with Seasoned Pine Wood. Height of Column 10feet.(Baffle size - L-40' X H-6'=240sq.ft each side X 2side = 480sq.ft for each Baffle) (48sq.ft X 2 Baffle = 960sq.ft. |
| 264 | 25m Shooting Targets - Sports Shot Auto matic/Auto manual -25 meter small-bore Pistol target changer with 5 turning targets Bay coupled to a gear motor (0.37kw/400V) Timing for all known I.S.S.F. disciplines and displayed on the control mechanism Mechanical linkages that are smooth and accurate to within 0.2 seconds Aluminum, the changer is totally weather-proofed Supplied assembled and wired with 5 meters of cable for remote control and 33 meters to targets Foundation plans available if required Extras |
| 265 | 50m Shooting Targets - Indian. SS Auto matic /Auto manual -50 meter small-bore rifle target changer A self-contained changer with one 55m drum of cable and a control box for forward and reverse target drive for 230V mains (110V available without charge) Bullseye height 60cms above ground Dimensions: 100 x 50 x 37cmsWeight: 42 kgs |
| 266 | Providing and fixing of PVC sleeves through RCC beams for passage of electrical conduits, plumbing pipes, AC drain pipes, or other services, made of heavy-duty rigid PVC, including cutting to required length, placing in correct position before concreting, and making good after removal of shuttering.50mm Dia. |
| 267 | 75mm Dia. |
| 268 | 100mm Dia. |
| 269 | 125mm Dia. |
| 270 | 150mm Dia. |
| 271 | 200mm Dia. |
| 272 | GUTTER- Providing & fixing in position Galvalume/Zincalume gutters upto 600mm/610mm girth and min 3.00m in length (cold Rolled Steel 550 MPa yeild Stress ASTM A 446 Grade E) and 0.63mm total coated thickness, factory cut at all heights for roof, side & gable cladding with required iron brackets , bolts, nuts and washers etc., including making necessary connection with rain water pipe complete as per design complete in all respects incl. fixing to purlins with mechanically galvanised hex head self drilling screws of the best quality , which should be compatible to be used with sheets with integral washers and EPDM seals etc. Silicon sealant non-hardening neutral cure type shall be applied at all end laps, complete as directed. |
| 273 | Providing & Fixing Downspouts which shall be rectangular/Circular shaped, color coated 0.5 mm nominal thickness (26 gauges) galvanized steel. Downspouts shall have a 45 degree elbow at the bottom and shall be supported by attachment to the wall covering at 3.0 m maximum spacing. |
| 274 | Excavation pit size 1.00 x1.00 x 1.00m for planting large flowering/ shady trees (plant height 2 to 4 mtr.)/ palm varieties of height (plant height 2 to 4 mtr.) in earth, soil of all types, soft murum, including removing the excavated & unwanted material up to a required distance of 50 mtrs. |
| 275 | Excavation for planting lawn/ shrub/ flower bed/ hedges/ edges/ canna bed in earth, soil of all types, soft murum, including removing the excavated material up to a distance of 50 mtrs. for a depth of 30 cms.(As per P&G DSR 2022-23 Items of garden work,Sr No.3) |
| 276 | Supplying on site garden soil well sieved 80 % to pass through I.S. sieve of 10 mm size free from stones rubbish like dried grass roots and other such materials. The soil should be fresh from quarry. The color of the soil generally is red. The soil will be measured by measuring box. (Farma)Item includes Transporting, loading -unloading etc. (Lead charges per 70 km. considered. Excluding Royalty) |
| 277 | Supplying on site well decayed, well dried, well powdered, without clods and free from stones, dried grass and other rubbish material. The color of the manure generally is black. The manure will be measured by measuring box. (Farma)Item includes Transporting, loading -unloading etc ( Lead charges per 50 km. considered.) |
| 278 | Spreading fresh garden soil / silt & manure in excavated pit size area of 1.00 x1.00 x 1.00m |
| 279 | Spreading fresh garden soil / silt & manure in excavated area of depth 30cms. |
| 280 | Mixing garden soil/silt & manure thoroughly well, watering previous night. Planting required plant species as directed etc. complete for required pit size1.00 x 1.00 x 1.00m. |
| 281 | Mixing garden soil/silt & manure thoroughly well, watering previous night. Planting required plant species; lawn grass as directed etc. complete for required depth 5 to 30 cms. for planting lawn/ shrub/ flower bed/ hedges/ edges/ canna bed/ ground cover |
| 282 | Providing, laying and planting various Trees & Palms as listed below as per the mentioned size including adding fertilizers as per planting schedule, manure and Neem cake etc. including their maintainance upto 3 months during which the contractor is suppose to maintain all these in all respects such as watering, pruning, spraying of pesticides, fungicides, insecticides, adding fertilisers, removing of weeds as per specification and direction of the Engineer and also replacing with similar plants in case of death of any plants. The plant will be selected and approved by the Engineer before plantation. |
| 283 | Supplying & Planting shrubs, creepers, ground covers at 0.3 m C/c as listed below as per the mentioned size including adding fertilizers as per planting schedule etc. including their maintainance upto 3 months (after completion of the work) during which the contractor is suppose to maintain all these in all respects such as watering, pruning, spraying of pesticides, fungicides, insecticides, adding fertilisers, removing of weeds as per specification and direction of the Engineer-In-Charge and also replacing with similar plants in case of death of any plants. The plant will be selected and approved by the Engineer-In-Charge before plantation. |
| 284 | Supplying & laying (including excavation) reinforced cement concrete pipe ofNP-2 class of 150 mm diameter in proper line, level and slope including providingand fixing collars in cement mortar 1:2 and curing etc. complete. |
| 285 | Supplying & laying (including excavation) reinforced cement concrete pipe ofNP-2 class of 250 mm diameter in proper line, level and slope including providingand fixing collars in cement mortar 1:2 and curing etc. complete. |
| 286 | Excavating hard Rock or bituminous road by chiselling for preparing pit forpole / stay/earth plate / for laying cable/ pipe & clearing the site by removingdebris & making the site as required complete. |
| 287 | Supplying & erecting HMS P.V.C. conduit 25 mm. dia. With necessary accessories in wall/floor with chiselling appropriately as per specification No: WG-MA/CC. |
| 288 | Supplying & laying HMS PVC conduit 25 mm dia with necessary accessories in RCC work/false ceiling/false flooring as per specification No. WG-MA/CC. |
| 289 | Supplying and erecting HMS PVC conduit FRLS grade 32 mm dia. withnecessary accessories in wall/floor with chiselling appropriately as per specification No: WG-MA/CC. |
| 290 | Supplying and laying HMS PVC conduit FRLS grade 32mm dia. With necessary accessories in RCC work/false ceiling/false flooring as per specification No. WG-MA/CC. |
| 291 | Supplying and erecting unbreakable concealed type modular switch box with double mounting plate for 2 module duly erected flush to wall with required chiselling and finishing with cement mortar / POP as per required to match the background. |
| 292 | Supplying and erecting unbreakable concealed type modular switch box with double mounting plate for 3 module duly erected flush to wall with required chiselling and finishing with cement mortar / POP as per required to match the background. |
| 293 | Supplying and erecting unbreakable concealed type modular switch box with double mounting plate for 4 module duly erected flush to wall with required chiselling and finishing with cement mortar / POP as per required to match the background. |
| 294 | Supplying and erecting unbreakable concealed type modular switch box with double mounting plate for 6 module duly erected flush to wall with required chiselling and finishing with cement mortar / POP as per required to match the background. |
| 295 | Supplying and erecting unbreakable concealed type modular switch box with double mounting plate for 8 module duly flushed to wall with required chiselling and finishing with cement mortar / POP as per required to match the background. |
| 296 | Supplying and erecting unbreakable concealed type modular switch box with double mounting plate for 12 module duly flushed to wall with required chiselling and finishing with cement mortar / POP as per required to match the background. |
| 297 | Supplying and erecting unbreakable concealed type modular switch box with double mounting plate for 16 / 18 module duly erected flush to wall with required chiselling and finishing with cement mortar / POP as per required to match the background. |
| 298 | Point wiring for light/bell concealed type in min 20 mm HMS PVC conduitwith 1.5 sq.mm. (2+1E) FRLSH grade copper wires, modular type switch,earthing and required accessories as per specification no. WG-PW/CW |
| 299 | Point wiring for light/bell concealed type in min 20 mm HMS PVC conduit with 1.5 sq.mm. (2+1E) FRLSH grade copper wires, Control through modular SP 10 A MCB, earthing and required accessories .(Excluding MCB Cost) |
| 300 | Point wiring for ceiling fan concealed type in min 20 mm HMS PVCconduit with 1.5 sq.mm. (2+1E) FRLSH grade copper wires, modular typeswitch, earthing and required accessories as per specification no. WG-PW/CW |
| 301 | Point wiring for light/bell hybrid type (surface type under false ceiling andconcealed type for drops & switch boards on walls) in min 20 mm HMS PVCconduit / casing n capping with 1.5 sq.mm. (2+1E) FRLSH grade copper wires,modular type switch, earthing and required accessories as per specification no.WG-HW |
| 302 | Point wiring for ceiling fan hybrid type (surface type under false ceiling andconcealed type for drops & switch boards on walls) in min 20 mm HMS PVCconduit / casing n caping with 1.5 sq.mm. (2+1E) FRLSH grade copper wires,modular type switch, earthing and required accessories as per specification no.WG-HW |
| 303 | Point wiring for light/bell hybrid type (surface type under false ceiling andconcealed type for drops & switch boards on walls) in min 20 mm HMS PVCconduit / casing n capping with 1.5 sq.mm. (2+1E) FRLSH grade copper wires,modular type switch, earthing and required accessories as per specification no.WG-HW Note : -3)For point wiring with 2 way control point increase overall rate by 50% of point wiring. |
| 304 | Point wiring for light/bell/exhaust fan in PVC trunking (casing-capping)with 1.5 sq.mm (2+1E) FRLSH grade copper wire, modular type switch,earthing and required accessories as per specification no. WG-PW/SW |
| 305 | Point wiring for ceiling fan in PVC trunking (casing-capping) with 1.5 sq.mm(2+1E) FRLSH grade copper wire, modular type switch, earthing and requiredaccessories as per specification no. WG-PW/SW |
| 306 | Secondary point wiring for additional light/bell point, concealed type in min20 mm PVC conduit with 1.5 sq.mm. (2+1E) FRLSH grade copper wires withrequired accessories as per specification no. WG-PW/CW |
| 307 | Secondary point wiring for additional light/bell point in min 20mm PVCconduit with 1.5 sq.mm (2+1E) FRLSH grade copper wire with requiredaccessories as per specification no. WG-PW/SW |
| 308 | Supplying and erecting fan hook box of 10 mm M.S. round bar bounded to theR.C.C. bars upto 50 mm length each side and pierced through a 16 S.W.G. thickaluminium/M.S. Bowl 100 mm dia. or equivalent square size and having depthupto 75 mm complete erected with duly painted by one coat of red oxide paintand two coats of paint erected in position and without any leakage of slurry ofcement concrete on either side of the box and positioned to the bottom level ofthe slab. |
| 309 | Supplying & erecting triple pole and neutral distribution board (TPNDB), SPMCB of 4 ways/phase (12 poles), with door, 1.2mm thickness, surface/flush mounted, IP 43 protection on iron/GI frame (horizontal busbar type) as per specification no. SW-SWR/MCBDB |
| 310 | Supplying & erecting triple pole and neutral distribution board (TPNDB), SPMCB of 8 ways / phase (24 poles), with door, 1.2mm thickness surface/ flush mounted, IP 43 Protection on iron/GI frame (horizontal busbar type) as per specification no. SW-SWR/MCBDB |
| 311 | Supplying and erecting single pole and neutral distribution board (SPNDB), with 2ways for incoming and 8 ways (8 poles) for outgoing SP MCBs, with door, 1.2mmthickness surface/flush mounted, IP 43 Protection on provided iron/GI frame as perspecification no. SW-MCBDB |
| 312 | Supplying and erecting single pole and neutral distribution board (SPNDB), with 2ways for incoming and 10 ways (10 poles) for outgoing SP MCBs, with door,1.2mm thickness surface/flush mounted, IP 43 Protection provided on iron/GI frame as per specification no. SW-MCBDB |
| 313 | Supplying and erecting single pole and neutral distribution board (SPNDB), with 2ways for incoming and 14 ways for outgoing SP MCBs, with door,1.2mm thickness surface/flush mounted, IP 43 Protection provided on iron/GI frame ,with all accessories. |
| 314 | Supplying & erecting triple pole and neutral distribution board (TPNDB), 3 poleMCCB as incomer & outgoing SP MCB (36 poles) or TP MCB of 12 ways (36poles), with door, 1.2mm thickness, surface/flush mounted, on provided iron/GI frame(vertical busbar type) as per specification no. SW-SWR/MCBDB1 |
| 315 | Testing Charges - Coarse aggregate- Sieve Analysis |
| 316 | Coarse aggregate- Sieve Analysis-Specfic Gravity, Water Absorption, Crushing value &Impact Value |
| 317 | Coarse aggregate-Soundness |
| 318 | Coarse aggregate- F.I & E.I |
| 319 | Fine Aggregate (Sand)- Fineness modulus, Silt Content |
| 320 | Cement-Fineness, Initial Setting Time, Final Setting Time, Compressive Strength, soundness |
| 321 | R.C.C. M.40- Compressive Strength |
| 322 | R.C.C. M.40-Conc. Mix Design |
| 323 | R.C.C. M.40-Conc. - Permeability |
| 324 | R.C.C. M.30- Compressive Strength |
| 325 | R.C.C. M.30- Conc. Mix Design |
| 326 | R.C.C. M.30- Permeability |
| 327 | P.C.C. M.10 & M 15 for foundation- Compressive Strength |
| 328 | P.C.C. M.10 & M 15 for foundation- Permeability |
| 329 | HCRM / CRS (Corrosion Resistant Steel) bar reinforcement- Tensile strength, Elongation,wt per meter,Bend and rebend test -upto 16mm |
| 330 | HCRM / CRS (Corrosion Resistant Steel) bar reinforcement- Tensile strength, Elongation,wt per meter,Bend and rebend test -upto 20 mm |
| 331 | Ceramic Tiles/Vitrified tiles- Water absorp. |
| 332 | Natural stone-Water absorp. |
| 333 | P.V.C. Pipes- Weight per running metre,Dia. & wall Thickness |
| 334 | Flush Door- Knife Test, Adhision test, End Emision test Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 10, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 21, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysSep 22, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 daysTender Documents
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