Tender For Development And Construction Of Planetarium And Science Park At Beed Tq Dist. Beed
Tender Value
9.92 Crore
Estimated cost
Bid Submission
04 Sep 2026
3 days left
EMD
4.96 Lakhs
Bank guarantee accepted
Document Fee
3540
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Beed → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Development And Construction Of Planetarium And Science Park At Beed Tq Dist. Beed
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 Metre including removal and disposal of top organic soil not exceeding 150 mili metre in thickness. |
| 2 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 metre 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 etcetera complete. (Lift upto 1.5 metre) By Mechanical Means |
| 3 | Excavation for foundation in hard murum including removing the excavated material upto distance of 50 Metre 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 etcetera complete. (Lift upto 1.50 metre) By Mechanical Means |
| 4 | Excavation for foundation in hard murum and boulders including removing the excavated material up to a distance 50 Metre, 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 etcetera complete. (Lift upto 1.50 metre.) By Mechanical Means |
| 5 | Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 Metre beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth /murum, ramming, watering including shoring and strutting etcetera complete (lift upto 1.50 metre) By Mechanical Means |
| 6 | Excavation for foundation in Hard rock by chiselling, wedging, line drilling, etcetera including trimming and levelling the bed, removing the excavated material upto a distance of 50 Metre beyond the building area stacking as directed, dewatering and back filling with available earth/ murum watering, ramming etcetera complete. (Lift upto 1.5 metre). By Mechanical Means |
| 7 | Conveying materials obtained from road cutting including all lifts, laying in layers of 20 centi metre to 30 centi metre breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50 metre to 300 metre inclusive from the site of excavation to the site of deposition as directed. |
| 8 | Providing preconstructional antitermite treatment as per Indian Standard 6313 (Part-II) by treating the bottom surface and sides of excavation at the rate of 5 litres of emulsion concentrate of 1.0 percent of chlorophyrifos per square meter of surface area covering 10 years guarantee on bond paper. |
| 9 | Providing preconstructional antitermite treatment as per Indian Standard 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 square metre of surface area covering ten years guarantee on bond paper. |
| 10 | Filling in plinth and floors with approved excavated material in 15 centi metre. to 20 centi metre layers including watering and compacting etcetera complete. |
| 11 | Filling in plinth and floors with contractors material/brought from outside and approved by Engineer incharge in layers of 15 centi metre to 20 centi metre including watering and compaction etcetera complete. |
| 12 | Providing soling using 80 mili metre size trap metal in 15 centi metre layer including filling voids with Crushed sand/grit, ramming, watering etcetera complete. |
| 13 | Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etcetera complete. With fine aggregate (Crushed sand VSI Grade) |
| 14 | Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap / granite /quartzite/ gneiss metal for Reinforced Cement Concrete work in foundations like raft, strip foundations, grillage and footings of Reinforced Cement Concrete columns and steel stanchions etcetera including bailing out water, Steel centering, formwork ,cover blocks, laying/ pumping, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etcetera complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etcetera complete. With fine aggregate (Crushed sand VSI Grade) |
| 15 | Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap / granite /quartzite/ gneiss metal for Reinforced Cement Concrete columns as per detailed designs and drawings 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 etcetera 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) etcetera complete. With fine aggregate (Crushed sand VSI Grade) |
| 16 | A] Ground Floor |
| 17 | B] First Floor |
| 18 | Providing and laying Cast in situ/Ready Mix cement concrete in M-25 of trap/ granite/ quartzite/ gneiss metal for Reinforced Cement Concrete 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 etcetera 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) etcetera complete. With fine aggregate (Crushed sand VSI Grade) |
| 19 | A] Ground Floor |
| 20 | B] First Floor |
| 21 | Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap/ granite / quartzite/ gneiss metal for Reinforced Cement Concrete 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 etcetera 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) etcetera complete. With fine aggregate (Crushed sand VSI Grade) |
| 22 | A] Ground Floor |
| 23 | B] First Floor |
| 24 | Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap/ granite/ quartzite/ gneiss metal for Reinforced Cement Concrete chajja as per detailed design and drawings including steel centering, formwork, cover blocks, laying/ pumping, compacting and roughening the surface 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) etcetera complete. With fine aggregate (Crushed sand VSI Grade) |
| 25 | A] Ground Floor |
| 26 | B] First Floor |
| 27 | Providing and laying in situ / ready mix M-20 Reinforced Cement Concrete of trap/ granite/ quartzite/ gneiss metal for Reinforced Cement Concrete work of Box Cell including scaffolding, compaction, formwork finishing and curing etcetera complete. (excluding reinforcement, with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with fine agreegates of required specifications (VSI sand finely washed etcetera ) |
| 28 | A] Ground Floor |
| 29 | B] First Floor |
| 30 | Providing and laying Cast in situ/Ready Mix cement concrete in M-25 of trap / quartzite /granite /gneiss metal for Reinforced Cement Concrete 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 Cement Mortor 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 etcetera complete. (Excluding reinforcement, including cover block).(Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etcetera) with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etcetera complete. With fine aggregate (Crushed sand VSI Grade) |
| 31 | A] Ground Floor |
| 32 | B] First Floor |
| 33 | Providing and laying Cast in situ/Ready Mix cement concrete M-15 of trap/ granite/quartzite/gneiss metal for coping to plinth or parapet, moulded or chamfered as per drawing or as directed including steel centering, plywood/ steel formwork compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etcetera 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 etcetera (Wooden centering will not be allowed.) With fine aggregate (Crushed sand VSI Grade) |
| 34 | A] Ground Floor |
| 35 | B] First Floor |
| 36 | Providing and fixing in position Thermo Mechanical Treated (TMT) - FE - 500 bar reinforcement of various diameters for Reinforced Cement Concrete pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etcetera as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. |
| 37 | A] Ground Floor |
| 38 | B] First Floor |
| 39 | Providing fly ash brick masonry with conventional / Indian Standard type fly ash bricks in Cement Mortor 1:6 in foundation and plinth including bailing out water manually striking joints, racking out joints watering and scaffolding etcetera complete. |
| 40 | Providing Autoclaved Aerated Concrete Block masonary of Ecolite or equivalent make 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 etcetera Complete. (The test shall be carried out conforming to IS:6441 (Part I) - 1972) |
| 41 | A] Ground Floor |
| 42 | B] First Floor |
| 43 | Providing Autoclaved Aerated Concrete Block masonary of Ecolite or equivalent make 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 etcetera Complete. (The test shall be carried out conforming to IS:6441 (Part I) - 1972) |
| 44 | A] Ground Floor |
| 45 | B] First Floor |
| 46 | Providing internal cement plaster 12 mili metre thick in single coat in cement mortar 1:3 without neeru finish to concrete or brick surfaces, in all position including scaffolding and curing etcetera complete. |
| 47 | A] Ground Floor |
| 48 | B] First Floor |
| 49 | Providing patti/ band 75 mili metre wide on plastered surface 12 mili metre to 15 mili metre thick in Cement Mortor 1:3 line and level including neat finishing scaffolding curing etcetera complete. |
| 50 | A] Ground Floor |
| 51 | B] First Floor |
| 52 | Providing and applying Two coats of wall care Putty on plastered surface and Ceiling and Walls to prepare surface even and smooth of approved make, etcetera complete. |
| 53 | A] Ground Floor |
| 54 | B] First Floor |
| 55 | Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mili metre thick in cement mortar 1:4 using waterproofing compound at 1 Kilogram per 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 mili metre thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etcetera complete. |
| 56 | A] Ground Floor |
| 57 | B] First Floor |
| 58 | Providing and applying Texture plaster with finishing with texture material of approved make in 3 to 4 mili metre thickness on previously plastered surface, including Plaster Groove 6 mili metre thickness or Tape Grooves 35 to 45 mili metre thickness or as required, in all position including preparing the surface, scaffolding etcetera complete. |
| 59 | A] Ground Floor |
| 60 | B] First Floor |
| 61 | Providing and fixing chicken mesh of 22 gauge, with about 30 centi metre width at the junction of Reinforced Cement Concrete members and brick work, of approved quality including fixing mesh in position by necessary drilling in concrete /Burnt Brick Masonry and or tying by binding wire etcetera complete. |
| 62 | A] Ground Floor |
| 63 | B] First Floor |
| 64 | Providing and laying machine cut machine polished machine cut Kota stone slabs 20 to 25 mili metre 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 etcetera complete. |
| 65 | Providing and laying machine cut machine Polished Kota stone flooring 25 mili metre to 30 mili metre thick and required width in plain/ diamond pattern on bed of 1:6 Cement Mortor including cement float, filling joints with neat cement slurry, curing, polishing and cleaning etcetera complete. |
| 66 | Providing and laying Vitrified MATT finish having decorative type of size 1000 mili metre x 1000 mili metre of 8 to 10 mili metre thickness (on a existing flooring) with bonding chemical and Confirming to Indian Standard 15622-2006 (Group Bla) of approved make shade and pattern for flooring in required position laid on a bed of bonding chemical filling joints curing and cleaning etcetera complete. |
| 67 | Providing and laying vitrified matt fininsh tiles having size 590 mili metre to 605 mili metre x to 605 mili metre of 8 to 10 mili metre thickness and confirming Indian Standard 15622-2006 (Group Bla) of approved make, shade and pattern for flooring in required position laid on a bed of 1:4 cement morar including neat cement float, filling joints, curing and cleaning etcetera complete. |
| 68 | A] Ground Floor |
| 69 | B] First Floor |
| 70 | Providing and laying vitrified matt finish tiles having size 590 mili metre to 605 mili metre x to 605 mili metre of 8 to 10 mili metre thickness and confirming Indian Standard 15622-2006 (Group Bla) of approved make, shade and pattern for dado & skirting in required position laid on a bed of 1:4 cement mortar including neat cement float, filling joints, curing and cleaning etcetera complete. |
| 71 | A] Ground Floor |
| 72 | B] First Floor |
| 73 | Providing and laying chequered tiles of approved quality of size 30 centi metre x 30 centi metre, confirming to corresponding Indian Standard for flooring in required position laid on a bed of 1:4 cement mortar including cement float, filling joint with cement slurry cleaning curing etcetera complete. |
| 74 | Providing and laying Antiskid Ceramic tiles of approved quality of size 30 centi metre x 30 centi metre and Confirming to Indian Standard 15622-2006 (Group-B IIA) for antiskid flooring in required position laid on a bed of 1:4 cement mortar including cement float, filling joint with cement slurry cleaning curing etcetera complete. |
| 75 | A] Ground Floor |
| 76 | B] First Floor |
| 77 | Providing and laying matt finish ceramic tiles of having size 30 centi metre x 30 centi metre confirming to Indian Standard 15622/2006 (group D II-A) and 7 to 8 mili metre thick for flooring in required position laid on a bed of 1:4 cement mortar including cement float, filling joint with white/colour cement slurry cleaning curing etcetera complete. |
| 78 | A] Ground Floor |
| 79 | B] First Floor |
| 80 | Providing and laying ceramic tiles having size 30 centi metre x 60 centi metre confirming to corresponding Indian Standard for dado and skirting in required position with readymade adhesive mortar of approved quality on plaster of 1:2 cement mortar including joint filling with white/ colour cement slurry cleaning curing etcetera complete. |
| 81 | A] Ground Floor |
| 82 | B] First Floor |
| 83 | Providing and laying in position flooring of telephone black / Amba White / Cat bary brown / Ruby red / Ocean Brown granite stone of approved shade and size 18 mili metre to 20 mili metre thick on bed 1:6 cement mortar including cement floats striking joints, pointing in Cement Mortor 1:3 curing and cleaning etcetera complete. |
| 84 | Providing and fixing machine cut machine polished 18 mili metre to 20 mili metre thick telephone black / Amba White / Cat bary brown / RBI red / Ocean Brown granite stone for treads and risers of steps and staircases of approved colour and shade with full moulding and three grooved line for the treads on bed of 1:4 Cement mortar including float filling joints with neat cement slurry curing polishing and cleaning etcetera complete. |
| 85 | Providing sills of required material 20 mili metre to 25 mili metre thick, on a bed of cement mortar 1:4 including cement float, filling joints with neat cement slurry, curing, moulding edges, polishing,cleaning complete. b) Granite |
| 86 | A] Ground Floor |
| 87 | B] First Floor |
| 88 | Providing and fixing machine cut mirror polished 18 mili metre to 20 mili metre thick telephone black granite / Amba White / Cat bary brown / RBI red / Ocean Brown granite stone partition with full moulding the edges etcetera complete . Both side polish |
| 89 | A] Ground Floor |
| 90 | B] First Floor |
| 91 | Providing and laying telephone black / Amba White / Cadburybrown / Ruby red / Ocean Brown granite stone of 18 to 20 mili metre thick for door frame/ dado/ window boxing etcetera On Cement Mortor 1:6 including filling joints with polymer base filler nosing/moulding the sharp edges wherever necessary, curing, etcetera complete. |
| 92 | A] Ground Floor |
| 93 | B] First Floor |
| 94 | Providing and constructing granite kitchen platform with fixing of stainless steel sink 600 mili metre x 450 mili metre size as per detailed drawing including vertical both side polished kadappah stone 25 to 30 mili metre thick supports with kadappah top 35 to 40 mili metre thick and polished granite 16 to 20 mili metre top with side strips of granite at front and both sides of platform raised with two vertical granite supports 15 centi metre height and top granite of 75 x 40 centi metre including cutting, opening for sink of required size in kadappah as well as granite etcetera complete. (Platform top size 5.00 metre x 0.60 metre and height is 0.75 m) |
| 95 | Providing and fixing heavy duty inter locking concrete RUBBER MOULD GLOSSY PAVING BLOCKS of 60 mili metre thickness of having a strength of 400 Kilogram/Square Metre of approved quality and shape on a bed of crushed sand of 25 to 30 mili metre thick including striking joints and cleaning etcetera complete. (using 100% crushed sand) |
| 96 | Providing and fixing Mangalore tiled roofing with class 'AA' tiles including securing the last course of tiles near the eaves with steel flat 40 mili metre x 3 mili metre and 1.22 mili metrewire fixing country teak wood sloping battens of 25 x 12 mili metre teak wood horizontal battens of 50 mili metre x 25 mili metre over the slopping battens, all iron work and coal tarring the battens etcetera complete (Excluding ridge and hip tiles). |
| 97 | A] Ground Floor |
| 98 | B] First Floor |
| 99 | Providing and fixing Mangalore tile ridge and hip tiles of class 'AA' including scaffolding if necessary, pointing with coloured cement mortar and curing etcetera complete. |
| 100 | A] Ground Floor |
| 101 | B] First Floor |
| 102 | Providing and Fixing Processed Stone Cladding on wall surface/ plywood surface. RCC pardi/ Wall and all type of Interior, Exterior Compound wall and Gate etc. of cladding processed stone with material of Processed clay, Wooden chips, Silica sand, Cement, GFRC admixtures, Colour pigments, Fiber up to thick of 230 mm/ 25 mm including scaffolding, fixing of screw, etc. |
| 103 | A] Ground Floor |
| 104 | B] First Floor |
| 105 | Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etcetera as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted / bolted /welded connections without connecting plates, braces etcetera and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade etcetera complete. |
| 106 | A] Ground Floor |
| 107 | B] First Floor |
| 108 | Providing, fabricating and erecting at site of work the tubular steel structure (shed) as per standard design and specifications having various spans in between trusses and in multiples of standard length of bays as specified as per standard specifications, inclusive of cost of steel tubular trusses, tubular columns purlins, tie runners, foundation bolts, base plates, nuts and bolts, welding wherever required etcetera as per detailed drawing inclusive of one coat of anticorrosive paint and two coats of oil painting of approved quality and shade etcetera complete. |
| 109 | A] Ground Floor |
| 110 | B] First Floor |
| 111 | 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 300 mili metre x 40 mili metre x 5 mili metre with oil painting, etcetera complete |
| 112 | A] Ground Floor |
| 113 | B] First Floor |
| 114 | Providing and fixing M-40 grade thick vibrated pull cast or similar type concrete frame with chamfer conforming to Indian Standard 6524-1983 having 6 mili metre diametre bars 3 Numbers And strips @250 mili metre centre to centre and fixing in wall with 6 Numbers of hold fast of 12 mili metre diametre bars 500 mili metre long including primer and oil painting etcetera complete) frame size 60 mili metre x 125 mili metre |
| 115 | B] First Floor |
| 116 | Providing and fixing Country cut teak wood double or single leaf panelled shutters, 35 mili metre thick style top and freze rail 95 x 35 thick with lock and bottam rail 195 x 25 mili metre thick and panels without ventilator as per detailed drawing excluding the door frame, stainless steel fixtures and fastening and finishing the wood work with oil painting 3 coats complete |
| 117 | A] Ground Floor |
| 118 | B] First Floor |
| 119 | Providing and fixing solid core flush door shutter in double leaf 32 mili metre thick decorative type of exterior grade as per detailed drawings approved face veneers 3 mili metre thick on both faces or as directed, all necessary beads, mouldings and lipping, wrought iron hold fasts, chromium plated fixtures and fastenings, with brass mortise lock, chromium plated handles on both sides, and finishing with French Polish etcetera complete. |
| 120 | Providing and fixing 34 mili metre thick moulded door shutter consisting of solid core single leaf flush door of 30 mili metre thickness lipped with 15 mili metre( 5 mili metre x 3) thick x 30 mili metre width on one style and top rail and 10 mili metre(5 mili metre x 2) thick x 30 mili metre width on other style and bottom rails. The inner panels laminated with 2 mili metre thick termite proof, water proof and fire resistant moulded Polyvenyle Chloride sheet with 2,4,6 design in different plain and /or prelim colours on one side after routing the moulded design on flush doors and 2 mili metreplain and /or pre lam Polyvenyle Chloride on other side using rubber adhesive on flush door and solvent cement adhesive on the Polyvenyle Chloride lipping etcetera as per direction of Engineer in charge and manufacturers specification and drawing etcetera complete. |
| 121 | A] Ground Floor |
| 122 | B] First Floor |
| 123 | Providing and fixing solid core flush door shutter in single leaf 32 mili metre thick decorative type of exterior grade as per detailed drawings approved face veneers 3 mili metre thick on both faces or as directed, all necessary beads, mouldings and lipping, wrought iron hold fasts, chromium plated fixtures and fastenings, with brass mortise lock, chromium plated handles on both sides, and finishing with French Polish etcetera complete. |
| 124 | A] Ground Floor |
| 125 | B] First Floor |
| 126 | Providing and fixing fiber glass reinforced polyster door shutter 30 mili metre thick as per Indian Standard 14856 (2000) (Reaffirmed 2006) without ventilator including chromium plated fixtures and fastening with chromium plated handles on both sides, etcetera complete |
| 127 | A] Ground Floor |
| 128 | B] First Floor |
| 129 | Providing and fixing in position. (as per Indian Standard 1868 / 1982) Aluminium sliding window of two tracks with rectangular pipe having overall dimension 63.50 x 38.10 x 1.02 mili metre at weight 0.547 Kilogram/Running Metre and window frame bottom track section 61.85 x 31.75 x 1.20 mili metre at weight 0.695 Kilogram/Running Metre Top and side track section 61.85 x 31.75 x 1.30 mili metre at weight 0.659 Kilogram/Running Metre The shutter should be of bearing bottom 40 x 18 x 1.25 mili metre at weight 0.417 Kilogram/Running Metre Inter locking section 40 x 18 x 1.10 mili metre at weight 0.469 Kilogram/Running Metre And handle section 40 x 18 x 1.25 mili metre at weight 0.417 Kilogram/Running Metre and top section 40 x 18 x 1.25 mili metre at weight 0.417 Kilogram/Running Metre 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 mili metre thick plain glass with all required screws and nuts etcetera complete. With powder coating without box |
| 130 | A] Ground Floor |
| 131 | B] First Floor |
| 132 | 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 mili metre x 1.22 mili metre box type, 5 mili metre thick sheet glass louvers, of approved quality etcetera complete. |
| 133 | Providing and fixing mild steel grill work for windows, ventilators, etcetera 15 Kilogram/Square Metre as per drawing including fixtures necessary welding and painting with one coat of anticorrosive paint and two coats of oil painting complete. |
| 134 | A] Ground Floor |
| 135 | B] First Floor |
| 136 | Providing and Fixing mat finish stainless steel (of 302 grade ) railing with top pipe of 50 mili metre diametre and vertical pipe of 38 mili metre diametre at 0.60 metre centre to centre or as required and horizontal pipes of 25 mili metre diametre in three rows, all pipes of 2 mili metre thick including buffing,fabricating fixtures and fastening including pipe base of appropriate diameter and ball base of 75 mili metre diametre above newel post of 75 mili metre diametre etcetera complete (Prior approval of sample and brand by Executive Engineer is necessary before use) |
| 137 | A] Ground Floor |
| 138 | B] First Floor |
| 139 | Providing and fixing in position, Double shuttered aluminium extruded powder coated openable door of specified size with aluminium door frame of powder coated section 101.60 x 44.75 mili metre, 3.18 mili metre thick and shutter comprising of powder coated section having bottom and lock rail of size 150 mili metre x 44.5 mili metre x 3.00 mili metre thick top rails 47.62 x 44.45 mili metre x 3.00 mili metre thick, vertical style 47.62 x 44.45 mili metre, 3.00 mili metre thick and for shutter plain glass panes 5 mili metre thick for top panels and 12 mili metre thick both side laminated phenol bonded particle board panels for bottom panels etcetera, Indian Standard Institute mark, heavy duty, Hydraulic floor spring of 150 Kilogram capacity, having heavy duty concealed lock, necessary beading, glazing clips, Polyvenyle Chloride gaskets, 250 mili metre length aluminium tower bolts, 150 mili metre diametre pad handle, etcetera as per detailed design and drawing or as directed by engineer in charge including all materials, labours, and equipment etcetera complete |
| 140 | Providing and fixing in position, Single shuttered aluminium extruded powder coated openable door of overall size 0.90 metre x 2.40 metre with aluminium door frame of powder coated section 101.60 x 44.75 mili metre, 3.18 mili metre thick and shutter comprising of powder coated section having bottom and lock rail of size 150 mili metre x 44.5 mili metre x 3.00 mili metre thick top rails 47.62 x 44.45 mili metre x 3.00 mili metre thick, vertical style 47.62 x 44.45 mili metre, 3.00 mili metre thick and for shutter plain glass panes 5 mili metre thick for top panels and 12 mili metre thick both side laminated phenol bonded particle board panels for bottom panels etcetera, Indian Standard Institute mark, heavy duty, Hydraulic floor spring of 150 Kilogram capacity, having heavy duty concealed lock, necessary beading, glazing clips, Polyvenyle Chloride gaskets, 250 mili metre length tower bolts, 150 mili metre diametre pad handle, etcetera as per detailed design and drawing or as directed by engineer in charge including all materials, labours, and equipment etcetera complete |
| 141 | Providng and fixing in position anodised extruded aluminum partitions, partly glazed and partly laminated having frame made out of extruded tubular section of size 40 mili metre x 60 mili metre with 12 mili metre thick three layered flat pressed teak wood particle board bonded with BWP type exterior grade phenol formaldehyde synthetic resin conforming to Indian Standard 12823-1990, laminated on both sides,Novateakor equivalent and 5 mili metre thick selected quality plain/ float glass panels fixed with aluminum glass clips 12 mili metre x 12 mili metre and rubber cushioning beading to glass partitions as per approved drawing etcetera compete |
| 142 | Providing & fixing factory-made Single leaf 2 hour fire rated door as per IS 3614 Part 2 & BS 476 Part 20 & 22, tested to UL 10 C and conforming to NFPA 80, tested at NTL /CBRI/ARAI of Plain Steel finish type with a.) Frame of size 143x58 mili metre and thickness of 1.6 mili metre thick skin pass galvanized iron sheet (Conform to IS 277 ) formed to single or double rebate profile b.) Shutter of 46 mili metre thickness and constructed from 1.2 mili metre thick skin pas galvanized iron sheet (Conform to IS 277) infill Rockwool / Mineral wool/ Honey comb craft paper c.) Vision glass of 5 mili metre thick clear/wired glass Circular or Rectangular d.) Finish : Primed with zinc phosphate stoving primer and finished with Polyurethane aliphatic grade or epoxy paint as required of thickness 60 micron e.) Accessories : Min 8 Anchor fastener of HILTI make, min 3 SS Ball Bearing Butt Hinges, Mortise sash lock with lever handle, Mortise dead bolt, Mortise latch, Door closer, Panic bar and external trim lock and Flush bolts complete. |
| 143 | A] Ground Floor |
| 144 | B] First Floor |
| 145 | Providing and fixing partitions made up of Country Cut Teak Wood frame of size 75 mili metre x 50 mili metre at 60 centi metre centre to centre with 9 mili metre thick commercial ply and 4 mili metre thick veneer on both sides with French polish etcetera complete. |
| 146 | Providing and applying two coats of exterior acraylic emulsion paint confirming to corresponding Indian Standard 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 etcetera complete. |
| 147 | A] Ground Floor |
| 148 | B] First Floor |
| 149 | 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 etcetera complete. |
| 150 | A] Ground Floor |
| 151 | B] First Floor |
| 152 | Providing and applying plastic emulsion paint of approved quality, colour and shade to new surface in three coats including scaffolding, preparing the surface. (excluding primer coat) etcetera complete. |
| 153 | A] Ground Floor |
| 154 | B] First Floor |
| 155 | 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) etcetera complete. |
| 156 | A] Ground Floor |
| 157 | B] First Floor |
| 158 | Providing and applying priming coat over new wood and wood based surfaces, including preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter, sand papering and knotting, scaffolding etcetera complete. |
| 159 | A] Ground Floor |
| 160 | B] First Floor |
| 161 | Providing and Fixing of Mineral Fibre Suspended Ceiling System with Bioguard (Bevelled Tegular) EDGE TILES WITH 15 mili metre Exposed GRID. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance 90%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Colour White, Fire Performance UK Class 0/Class 1 (BS 476 Part 6 and 7), in module size of 600x600 x 16 mili metre with Anti Microbial coating on the face of the tile, suitable for Green Building application, with Recycled content of 34%. The tile shall be laid on precoated Galvanised Iron channel on XL2 Clip having a web height of 32 mili metre 32 with 15 mili metre wide T - section flanges colour white having rotary stitching on all T sections i.e. the Main Runner and 1200 mili metre Cross Tees with a web height of 32 mili metre and a load carrying capacity of 7.7 Kilograms/ Square Metre and pull out strength of 100 Kilograms . The T Sections have a Galvanizing of 90 grams per Square Metre and need to be installed with Suspension system The Tile and Grid system used together should carry a 10 year warranty. products approved at GRIHA and BS 476 etcetera complete. |
| 162 | A] Ground Floor |
| 163 | B] First Floor |
| 164 | Providing and fixing in position Gypsum board false ceiling with 12.5 mili metre thick Gypsum boards, screwed/fixed to the under structure of suspended Galvanised Iron Grid constructed and suspended from the main ceiling consisting of ceiling sections of size 25 x 50 mili metre maximum center to center distance of 600 milimetre perimeter channel and intermediate channels at maximum center to center distance 1200 milimetre galvanized grid should be fixed to reinforced cement concrete slab. The gypsum board should be fixed to galvanized iron grid with necessary screws. The boards should be taped and filled from underside to give smooth, seamless ceiling. The rate should include necessary additional ceiling sections and intermediate channels. Additional intermediate channels should be fixed to strap hangers for additional support to prevent strapping at every 1200 milimetre item to be completed in all respect including necessary sleeves for ducts finishing of joints cut outs, painting including labour, material, lifts etcetera all complete. |
| 165 | A] Ground Floor |
| 166 | B] First Floor |
| 167 | Providing and Fixing Soft Fibre Acoustical Suspended Ceiling System with Optra (Bevelled Tegular) Edge Tiles of size 15 mili metre Exposed Grid. The tiles should have Humidity Resistance (RH) of 95%, NRC 0.9 - 1.0, Light Reflectance ?85%, Colour White, Fire Performance UK Class 0 / Class 1 (BS 476 pt - 6 &7) in module size of 600 x 600 x 15 mili metre, suitable for Green Building application, with Recycled content of 66% GW and 74% RW. The tile shall be laid on precoated Galvanised Iron channel 32 with 15 mili metre wide T - section flanges colour white having rotary stitching on all T sections i.e. the Main Runner, 1200 mili metre and 600 mili metre Cross Tees with a web height of 32 mili metre and a load carrying capacity of 7 Kilograms/ Square Metre with a minimum pull out strength of 100 Kilograms. The T Sections have a Galvanizing of 90 grams per Square Metre and need to be installed with Suspension system The Tile and Grid system used together should carry a 10 year warranty. products approved as per GRIHA and BS 476 etcetera complete. |
| 168 | B] First Floor |
| 169 | Providing & Fixing in position, Acoustical Panelling made from Fabric wrapped Compressed polyester fibre nonwoven 9 mili metre panels on, 50 x 50 mili Mild Steelal-wood frame of 600 x 600 c to c having wooden supports from wall of required length, in front of 1000 gsm synthetic wool 50 mili metre thick with chicken mesh on wall side, including cost of required Cut-Outs, decorative mouldings / finishing-items / paint & Scaffolding, as per Architectural & Acoustical Design & Instructions & Complete in all aspects.including all materials labour,finishing etcetera complete |
| 170 | a)Door Frame: Providing Frames for Accoustic door shutters with double rabbit of 68mm 1st class Malaysian Hardwood Frame densified and pressure treated with chemicals in vacuum impregnation vessel under 160 PSI pressure as per IS:401and kiln seasoned to moisture below 15% as per IS:1141 of section 120 X 70 mili Mild Steelpray quoted with 2 coats of In tumescent paint of minimum 200 micron, with 1 row of Hafele Accoustic seals concealed in the groove of the Frame for noise control, etcetera complete as per direction of Engineer in Charge |
| 171 | B] First Floor |
| 172 | b)Shutter: Providing of 65 mili metre thick Accoustic Door Shutters with wooden structure comprising of Chemical treated internal timber with anti termite chemicals in pressure impregnation vessels under 160 PSI pressure as per IS:401and kiln seasoned to moisture below 15% as per IS:1141 frame work of 100x 48 mili metre with 48 mili metre thick infill of ceramic vermiculite mix of density 54Kilograms/CMetric Tonne, 3 mili metre sheet rubber interlayer sheet on one side for acoustic property, faced with 6 mili metre High Density Waterproof Ply Confirming to Indian Standard Code 2201, internally lipped with hardwood beading, and pasted in Hydraulic Press under 50 tonnes pressure, spray quoted with 2 coats of PU paint of minimum 200 micron of color of engineer choice (any Veneer or Lamination will cost extra), without any external lipping along with double rebatting in shutters & accoustic seal |
| 173 | B] First Floor |
| 174 | Providing and fixing in position structural glazing faces of building made out of colour anodized aluminium frame curtain wall of 63 mm x 57 mm x 2.20 mm thick including toughened reflective glass 5 mm thick of 900x1200 mm size. The item shall include D. S. toughened coloured reflective glass 5 mm thick water proofing silicon sealant, G.E. winsil R. 2016 10/20, G.E.ultra glaze including alumnium fixtures.S3 screws and nut bolts, scaffolding, m.s.angle cleats and frame work of 65 mm x 65 mm x 6 mm and scaffolding etc. complete. Minimum 20% area of structural glazing shall be openable for openable panels. aluminum hinges, wind stays and locking arrangements and aluminum angle or tee section of required size as directed by Engineer in Charge |
| 175 | A] Ground Floor |
| 176 | B] First Floor |
| 177 | Providing,aupplying,fabricating and fixing panel of aluminium composite panel cladding in approved shape made out of 4 mili metre thick ACP sheet material consisting of 3 mili metre 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 mili metre 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 etceteraoverall weight of the ACP shall not be less than 7.5 Kilogram/Square Metre) |
| 178 | A] Ground Floor |
| 179 | B] First Floor |
| 180 | Supplying and fixing of 6mm thick Exterior Compact Laminate or High Pressure Laminate of approved colour by approving authority with UV resistant Decorative colour paper on both side typically made out of multiple layers of craft papers and then impregnated with thermosetting phenolic resins, on top of it melamine treated barrier paper and decorative paper and wear layer on both the sides saturated with melamine resins and then covered with UV resistant acrylic resin layer which makes it extremely durable and weather resistant compressed together on extremely high pressure and hardened with electron beam curing to get the total desired thickness of 6mm matching European standard specification as per EN 438 -part 6, protected with 60 Micron protective peel-off film on both side which in no case leave any adhesive mark over the panel surface after it is peeled off. Fixing of the same to be done on a supporting frame of 50 mm X 5 mm X 3 mm powder coated aluminium box section to be spaced horizontally and vertically in 600mm X 600mm grid and fixed to building structure as per design through 50mmX50mmX mm 5 mm MS angle bracket prefixed to masonry slab or columns with Hilti make anchor fastener along with all related hardware and fixtures. The panel should then be fixed on the Aluminium section with the help of pure polyester exterior grade colour coating rivets as per architectural drawings or as directed by Engineer-in-charge. Each panel should be riveted on substructure maintaining a gap of 6mm on all the sides between each Panel for Air circulation and expansion and contraction as per installation specifications provided by the manufacturer. The cost shall include all expenses related to storage, material handling, lifting, freight, labour, scaffolding etc as directed by Engineer-in-charge. (Prior permission of S.E. is necessary before inclusion of this item in estimate) |
| 181 | A] Ground Floor |
| 182 | B] First Floor |
| 183 | Supply and Installation of translucent roof with DPI Flux standing seam multicell polycarbonate panel system. The system with complete assembly of co extruded UV protected multicell panels incorporated into a complete system. Co-extruded UV protected polycarbonate panel system of min 12 mm thick of 900 mm (min.) width with angular daylighting concept. Panels shall have minimum six layers with truss bridge design for higher flexibility & strength. Panels with all fixing accessories to ensure best performance for wind uplift, vibration, oil canning and visual appearance. Panels shall be manufactured with vertical standing seam at both sides of the panel. Panels shall be fixed on Purlin with snap on connectors with double tooth grip lock locking mechanism and will be secured on MS structure (will be paid Separately) with 3 numbers self-drilling screws & trapezoid SS fasteners holding the base of the standing seam offering best stability having a pull-out load of min. 7000N (7KN) tested as per ISO 6892:1998 and IS 1608: 2005, as per design requirement. Panels must satisfy Dart drop impact test as per IS 14443-97 shall show no sign of breakage on Polycarbonate sheets which have been exposed to UV for a min. of 500 Hours as per ASTM G 155. Panels shall not have Yellowness Index as per ASTM D 1925 of 15 units when tested on a sample exposed to UV for 500 Hours as per ASTM G 155. U valueshall not be more than 1.6 W/m2K as per EN ISO 10077-2:2018. Panel shall be with |
| 184 | B] First Floor |
| 185 | Providing and Fixing Sun Louvre panels roll formed, 0.6 mili metre thick, pre-painted stove enameled aluminium strip of a corrosion resistant alloy, including necessary fitting etcetera complete, as directed by Engineer in Charge. |
| 186 | A] Ground Floor |
| 187 | B] First Floor |
| 188 | Providing and fixing 20 to 25 mili metre 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 25 mili metre between rough shahabad and Reinforced Cement Concrete walls with cement grout mixed with water proofing 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 30 to 35 mili metre and sloping coping over topmost tile with cement mortar 1:3, butting the bottom most with Cement concrete 1:2:4 mixed with water proofing liquid, curing, with 7 years guarantee on court fee stamp of Rs.100/- with ponding test etcetera complete. (excluding Cement concrete 1:3:6 base concrete) |
| 189 | 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 Cement Mortor1:5 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 Cement Mortor1:3 admixed with approved water proofing compound and finally top finishing with average 20 mili metre. thick layers of same mortar added with jute fiber at 1 Kilogram per bag including finishing the surface smooth with cement slurry admixed with approved water proofing compound. Marking finished surface with false squares of 300 mili metre x 300 mili metre 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 etcetera complete. |
| 190 | A] Ground Floor |
| 191 | B] First Floor |
| 192 | Providing waterproofing in Water Closet and bath including brick bat coba in all position including providing and laying 12 mili metre bedding in cement mortor 1:3 on vergin concrete slab with waterproofing compound @ 1Kilogram/per bag of cement laying brick bat coba of required thickness in centi metre 1:5 with waterproofing compound 1 Kilogram/bag of cement grouting and finishing the top layer with 20 mili metre thick brick bedding in centi metre mortor 1:3 with waterproofing compound 1 Kilogram/per bag of cement and testing the treated portion for 48 hours by pond test and covering ten years' guarantee on requisite stamp paper including curing etcetera complete. |
| 193 | A] Ground Floor |
| 194 | B] First Floor |
| 195 | Providing water proof bedding for flooring of Bath and Water Closet 25 mili metre thick in Cement Mortor 1:3 including using approved water proofing compound in specified proportion as per manufacturers specifications for per bag of cement including leveling, curing and covering 10 years guarantee on court fee stamp paper of Rs.500/- including ponding test etcetera complete. |
| 196 | A] Ground Floor |
| 197 | B] First Floor |
| 198 | Providing waterproof plaster in Water Closet and bath 20 mili metre 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 (and filling joints of Nahani trap and any outlet by properly) etcetera complete. |
| 199 | A] Ground Floor |
| 200 | B] First Floor |
| 201 | Painting letters upto 20 centi metre height complete brushes, coir brushers, dusting, cleaning, including cost of paint etcetera complete. |
| 202 | A] Ground Floor |
| 203 | B] First Floor |
| 204 | Supply and Installation of Dpi Flux translucent roof with standing seam multicell polycarbonate panel system. The system with complete assembly of co extruded UV protected multicell panels incorporated into a complete system. Co-extruded UV protected polycarbonate panel system of min 16 mm thick of 1200mm (min.) width with angular daylighting concept. Panels shall have minimum seven layers in a truss bridge design for higher flexibility & strength. Panels with opaque and translucent clear combination as per required lux level and design requirements with all fixing accessories to ensure best performance for wind uplift, vibration, oil canning and visual appearance. Panels shall have an additional IR Blocking features for enhance thermal comfort. Panels shall be manufactured with vertical standing seam at both sides of the panel. Panels shall be fixed on Purlin with snap on connectors with double tooth grip lock locking mechanism and will be secured on MS structure (will be paid Separately) with 3 numbers self-drilling screws & trapezoid SS fasteners holding the base of the standing seam offering best stability having a pull-out load of min. 7000N (7KN) tested as per ISO 6892:1998 and IS 1608: 2005, as per design requirement. Panels must satisfy Dart drop impact test as per IS 14443-97 shall show no sign of breakage on Polycarbonate sheets which have been exposed to UV for a min. of 500 Hoursas per ASTM G 155. Panels shall not have Yellowness Index as per ASTM D 1925 of 15 |
| 205 | Providing and fixing colour coated Zincalume ( R ) AZ150 ( min 150 Grams/ Square Metre total on each side ) profiled sheets for roofing. The feed material is manufactured out of nominal 0.45 mili metre Base Metal Thickness ( B.M.T. ) (0.5 mili Metre 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 mili metre effective cover width and nominal 25-30 mili metre deep ribs with subtle square fluting in the five pan at nominal 180-250 mili metre 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 etcetera complete. (weight of profile 4.52 Kilogram/Square Metre) |
| 206 | Providing and fixing plain zinc sheeting of 0.80 mili metre thick (22 British Wire Guage (B.W.G.)) over the ridge hip or valley to galvanized iron sheet roofing including all fastening and bolt galvanised iron screws and bolts, lead and bitumen washers etcetera complete.(Weight of 6.8 Kilogram/ Square Metre). |
| 207 | Providing and fixing valley gutter of 22 British Wire Guage (B.W.G.) (0.8 mili metre) plain galvanised iron sheets 120 centi metre wide with teak wood planking 20 mili metre thick including two coats of coal-tarring the upper surface of plank etcetera complete. (excluding painting to underside of plank). |
| 208 | Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading for embankment or stacking as directed. |
| 209 | Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading for embankment or stacking as directed. |
| 210 | Providing earth work in embankment with approved materials obtained from other sources upto lead of 50 metre including all lifts, laying in layers of 20 centi metre to 30 centi metre thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etcetera complete ( Material obtained from Other sources) |
| 211 | Picking the road surface including sectioning etcetera complete (Black Topped surface.) |
| 212 | Providing and casting in situ or precast tapering Reinforced Cement Concrete M-20 Barrier type Kerb without gutter ( as per Indian Road Congress 86 1983) embedded 125 mili metre below ground level over M-10 Plain Cement Concrete finished neatly with Cement Mortor 1:2, setting the same in Cement Mortor 1:2, including the required excavation in any strata and removing the excavated stuff any where in city and redoing the surface as specified and directed by Engineering In-charge. Using Concrete Batching and Mixing Plant |
| 213 | Providing fly ash brick masonry with conventional/ Indian Standard type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etcetera Complete |
| 214 | Providing uncoursed rubble masonry of trap / granite / quartzite / gneiss stones in cement mortar 1:6 in foundation and plinth of inner walls / in plinth of external walls including bailing out water manually, striking joints on un exposed faces and watering etcetera complete. |
| 215 | Boring/drilling bore well of 300 mili metre diametre for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machinery required for the job, all complete as per direction of Engineer in charge, upto 90m depth below ground level. |
| 216 | RWH - Recharge PitProviding and constructing recharge pit of 2.0m deep and 1.0m dia of pre-cast Reinforced Cement Concrete rings with 6.5\\" dia x 25m deep borewell at the floor of recharge pit including installation of combination of solid/perforated Polyvenyle Chloride casing pipe wrapped around with netlon mesh including 300 mili metre thick sidefilling around outside of Reinforced Cement Concrete rings (annular space) with 40 mili metre size boulders including filling of recharge pit up to 0.5m depth with 25-75 mili metre clean washed gravels from bottom up followed by 0.5m depth of 10-25 mili metre of clean washed stones followed by 0.5m of washed river fine aggregate (natural sand/crushed sand VSI grade finely washed etcetera) including netlon mesh between each gravel/fine aggregate (natural sand/crushed sand VSI grade finely washed etcetera) media layer including covering with Reinforced Cement Concrete slab, manhole frame & cover, Polyvenyle Chloride rungs, Polyvenyle Chloride end-caps, fittings etcetera including arrangement for inlet & outlet pipe excavation & backfilling as shown in the drawing.The rate shall be inclusive of all labour, material, wastage, scaffolding, transportation, taxes, including all leads, lifts at all levels. All material should be of approved make. All works complete as per the drawing, technical specification and direction of the Engineer in charge. |
| 217 | Providing and fixing white european type wall-hung, of size 360 mili metre x 360 mili metre x 575 mili metre with flush valve of approved make including soil pipe, vent pipe upto outside face of wall, 100 mili metre diametre C.I. plug bend inlet pipe all fittings,cutting & making good walls, floors etcetera as directed by Engineer in charge. |
| 218 | Providing and fixing 1st class white glazed earthenware Orissa Type Water Closet Pan 580 mili metre diametre including P or S trap cast iron soil and vent pipe upto the outside face of the wall (1:5:1 0) cement concrete bedding 15 mili metre thick, 10 liter Poly Venyle Chloride flushing cistern with all necessary pipe connection etcetera complete. |
| 219 | Providing and fixing 15 mili metre diametre screw down bib/ stop tap of brass including necessary socket union nut complete. |
| 220 | Providing and fixing Oval Type Under Counter Wash Hand Basin of 420 x 590 x 195 mili metre size with pillar cock, C.P.Angular stop cock, long thread of approved make continental including SS bottle trap of necessary pipe connection up to the outside face of the wall, having Telephonic Black / Colour Granite of 180 mili metre thick fixed on Black Kadappa Framework, etcetera Complete as directed by Engineer in charge. |
| 221 | Providing and fixing white glazed urinal of series with Pressmatic auto closing valve of having 32 mili metre diameter Poly Venyle Chloride flush pipe with fitting and flushing of approved make and arrangement including lead soil pipe, lead trap & soil pipe connection upto the outside face of wall etcetera complete as directed by Engineer in charge. |
| 222 | Providing and fixing 80 mili metre diameter water meter with non-return valve including strainer, sockets/ union nut and including water meter box making locking arrangement and lock. [Without chamber]. |
| 223 | Providing, laying and fixing ,jointing Eco- drain 110 mili metre SN 8 Nu- Drain Unplastisized Polyvenyle Chloride pipes or of equivalent make, manufacture as per EN 13476 or equivalent as per Indian Standard15328 with fittings such a bends, tees, coupler, etcetera jointing with rubber lubricant including necessary excavation, trench refilling with selective excavated material etcetera complete. |
| 224 | Providing, laying and fixing ,jointing Eco- drain 160 mili metre SN 4 Nu- Drain Unplastisized Polyvenyle Chloride pipes or of equivalent make, manufacture as per EN 13476 or equivalent as per Indian Standard15328 with fittings such a bends, tees, coupler, etcetera jointing with rubber lubricant including necessary excavation, trench refilling with selective excavated materialetcetera complete. |
| 225 | Providing and fixing on walls/ceiling/floor 20 mili metre diametre CPolyvenyle Chloride pipe with necessary fittings, remaking good the demolished portion etcetera complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etcetera complete. |
| 226 | Providing and fixing on walls/ ceiling/ floor 32 mili metre diametre CPolyvenyle Chloride pipe with necessary fittings, remaking good the demolished portion etcetera complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etcetera complete. |
| 227 | Providing and fixing in position Unplastisized Polyvenyle Chloride ultra violet stabilized 110 mili metre outer diameter cowl dome confirming to Indian Standard-4985 including making joints with solvent cement etcetera complete |
| 228 | Providing and fixing 15 centi metre x 10 centi metre salt glazed stoneware gully trap in cement concrete 1:4:8 outside the building including cast iron grating in the sink, connecting glazed stoneware pipe, brick masonry chamber with cast iron lid and cast iron grating for the gully trap. |
| 229 | Providing and fixing 10 centi metre Cast Iron Nahani Trap including Cast Iron grating bend and piece of Cast Iron pipe upto the outside face of the wall complete. |
| 230 | Providing and fixing Poly Venyle Chloride Rain water pipes of 160 mili metre outer diameter and having wall thickness of 2.2 to 2.7 mili metreconfirming to Indian Standard 13592-1992 including proper rainwater receiving recess with Poly Venyle Chloride plug, bend, necessary fittings, such as, offsets, shoes, inluding fixing the pipe on wall using approved wooden cleats projecting 25 mili metre to 40 mili metre from face of wall a fixing with clips of approved quality and number ,filing the joint using rubber gasket with solvent cement and properly resting the shoe of pipes on Cement Concrete or masonry blocks, including necessary scaffolding and maintenance for 3 yrs for any leakages or dislocations of pipes. All the Poly Venyle Chloride fittings and additional 2 piece socket clips shall be got approved from engineer in charge etcetera complete. |
| 231 | Watering and compacting of embankment formed of materials obtained from the road cutting within a lead of 50 metre, not less than 97 % of standard Proctor density after laying them in layers of 20 centi metre to 30 centi metre with vibratory roller. |
| 232 | Mixing garden soil/silt &manure thoroughly well, watering previous wight, Planting required plant species, lawn grass as directed ete, completa, (1/10 of Semiskilled labour) |
| 233 | GARDEN SOIL: Supplying on site garden soil well sieved 90% to pass through 1.S. sieve of 10mm size free from stones rubbish like dried grass roots and other such materials. The soil should be fresh from quarry. The colour of the soil generally be red. The soil will be measured by measuring box. (Farma) Item includes royalty charges, octroi, corporation Tax Transporting, loading unloading etc (Lead charges per 10 km. considered.) |
| 234 | FARM YARD MANURE: Supplying on site well decayed, well dried, well powdered, without clods and free from stones, dried grass and other rubbish material. The colour of the manure generally be black. The manure will be measured by measuring box. (Farina) Item includes Transporting, loading-unloading etc. (Lead charges per 10 km. are considered.) |
| 235 | Preparing Lawn (30 cm. Depth): Excavating the ground upto required depth of 30cms. Removing & conveying unwanted stuff to a required distance as directed. Filling fresh garden soil/silt & manure in excavated area in 3.1 proportion to a height of 30cms. Mixing garden soil and manure thoroughly well, levelling, watering on previous night. Planting required variety of lawn grass as directed and maintaining till well established by watering, weeding, clipping, rolling, etc, complete. |
| 236 | Preparing Lawn (20 cm depth): Excavating the ground to a required depth of 20cms, removing & conveying unwanted stuff to a required distance as directed. Filling fresh garden soil/silt & manure in excavated area in 3:1 proportion to a height of 20cms. Mixing garden soil and manure thoroughly well, levelling, watering on previous night, Planting required variety of lawn grass as directed and maintaining till well established by watering, weeding, clipping, rolling, etc. complete |
| 237 | Preparing Instant Lawn: Excavating the ground to a required depth of 20cms, removing & conveying unwanted stuff to a required distance as directed. Filling fresh garden soil/silt & manure in excavated area in 3:1 proportion to a height of 20cms. Mixing garden soil and manure thoroughly well, levelling, watering on previous night. Planting required variety of lawn grass as directed and maintaining till well established by walering, weeding, clipping, rolling, etc, complete. |
| 238 | Preparing Edging or Border Excavating the ground to a required depth of 20 cms, in the required area, removing and conveying unwanted stuff, rubbish to the required distance as directed. Filling the excavated part with fresh soil and manure in 3:1 proportion to a required height to 20 cms. Mixing, levelling, watering the same. Planting rooted edging/border plants at distance of 20 cms. apart watering, weeding, stirring of soil, replacing casualties, pruning if necessary etc. complete |
| 239 | Planting clipped Hedge:- Excavating the ground to a required depth of 30 cm, removing and conveying unwanted stuff to a required distance as directed. Filling fresh garden soil and manure in excavated area in 3:1 proportion to a height of 30cms. Mixing garden soil and manure thoroughly well, levelling, watering previous night. Planting hedge plant of required species in two rows, Distance between two rows & between two cutting will be 25cms. Maintaining till well established by watering, weeding, stirring the soil and clipping if necessary etc. complete |
| 240 | Preparing lower Bed:- Excavating the ground to the required depth of 30cms, Removing and conveying imwanted stuff to a required distance as directed, Filling fresh garden soil & manure in excavated ares in 31 proportion to a required height of 30cms Mixing garden soil and manure thoroughly well, levelling, watering, on previous night. Planting seedlings of required annuals 25cms, sport Maintaining till well established by watering. weeding, Stirring replacing of casualties etc, Complete |
| 241 | Preparing Canna Bed:- Excavating the ground to the required depth of distance as directed. Filling fresh ganden soil and manure in excavated ares 30cms. Removing rubbish and conveying unwanted stuff to a required in 3.1 proportion to a required height of 30cms Mixing gar den soil & manure thoroughly well, levelling, watering on previous night. Planting well developed Canna thyzomes 40 cms apart, Maintaining till well established by watering weeding, stirring, replacing, essualties eto complete |
| 242 | Preparing Shrubbery. Excavating the ground to required depth of 30cms. Removing and conveying unwanted stuff to a required distance as directed Filling fresh garden soil & Manure in excavated area in 31 proportion to a height of 30cms. Mixing garden soil & manure thoroughly well, leveling, watering on previous night. Planting well-developed shrubs plant 0.5 Mirs, apart as directed and maintaining till well established by watering, weeding, stirring, replacing casualties etc.complete. |
| 243 | Rose Plant- Excavating pit with size 0.3 x 0.3 x 8.3 m. removing and conveying unwanted stuff to a required distance as directed. Filling the pit with fresh garden soil and manure in 3:1 proportion to a heiglit of 0.3m, mixing the soil & manure thoroughly well, levelling watering on previous night. Planting 40 to 50 cms. height healthy plant of required rose variety. Maintaining till well established watering, weeding, stirring, prunning, replacing the casualties etc, complete. |
| 244 | Mogra Plant /Creepers/Climbers:- Excavating pit with size 0.3m x 0.3m x 0.3m,removing and conveying unwanted stuff to a requited distance as directed. Filling the pit with approved excavated material upto a height of 0.15 mitr. and remaining height of 0.15mtr.with fresh garden soil and manure in 3:1 proportion. Mixing soil and manure thoroughly well levelling, watering, on previous night, Planting one or two year old healthy plant as per specifications. Maintaining till well established by watering, weeding, prunning, stirring, replacing casualties, etc, complete |
| 245 | Planting Large Flowering/ Shady Trees (Minimum Height 1 Mtr.):- Digging pit with size 0.9 x 0.9 x 0.9m, removing & conveying unwanted stuff to a required distance as directed, Filling the pit with appvoed excavated material upto a ht. of 0.30m. and remaining ht. of 0,60m. with fresh garden soil & manure in 3:1 proportion. Mixing soil & manure throughly well, leveling as directed, watering previous night, planting two three year old rain. 1.0 nitr, ht, healthy trees sapling as per specifications, Maintaining till well establighed by watering, weeding, stiring of soil replacing of casulaties etc, complete. |
| 246 | Planting Large Flowering / Shady Trees (Minimum Height 2 Mtr.): -Digging pit with size 0.9 x 0.9 x 0.9m, removing & conveying unwanted required distance as directed. Filling the pit with appvoed excavated material upto a ht of 0.30m. and remaining ht. of 0,60m. with fresh garden soil & manure in 3:1 proportion, Mixing soil & manure throughly well, leveling as directed, watering previous night, planting two to three year old min. 1.0 mtr. ht., healthy trees sapling as per specifications, Maintaining till well establighed by watering, weeding, stiring of soil replacing of casulaties etc. complete. |
| 247 | Planting Small & Medium Size Ornamental Flowering Plant:-Digging pit with size 0.6 x 0.6 x 0.6 m, removing & conveying unwanted stuff to a required distance as directed Filling the pit with fresh gardin soil & Farm Yard Manure upto a ht. of .060 m, in 3:1 proportion, Mixing soil & Manure throughly well, leveling, watering on previous night, Planting one to two year old healthy plant saplings as per sep. Maintaining till well estabished by watering, stiming, of soil and manure, replacing casulaties etc complete. |
| 248 | Preparing ground covers; Excavating the ground to a required depth of 20cms.Removing & conveying unwanted stuff, rubbish to the required distance as directed. Filling the Excavated area with fresh garden soil &F.Y. Manure in 3:1 proportion to a height of 20 cms. Mixing, levelling, watering the same previous night. Planting suitable ground covers as directed in staggering pattern, distance between two rows 25 cms., watering & maintaining till well established |
| 249 | Maintenance of garden in all respect for keeping gardening in good condition such as weeding cleaning, watering, cutting gapfilling manuaring cutting (lawn, hedged, trees, flowers etc and composting, preperation of bed plantation, trees, shrubs ground covers, flowerbed, lawn etc with toilet washing and cleaning for one month. |
| 250 | Providing and fixing stainless steel sink of size 600 x 510 x 200 mili metre incluidng coupling, outlet pipe, elbow and other necessary fitting, finishing etcetera complete. |
| 251 | Providing and fixing sink cock with regular swinging spout (Wall Mounted Model) with wall flange with approved make incluidng other necessary fitting, etcetera complete as directed by Engineer in charge. |
| 252 | Providing and fixing C.P. Angular stop clock with wall flange of approved make continental including necessary sockets/union nut etcetera complete. |
| 253 | Providing and constructing Brick Masonry inspection Chamber 90 centi metre x 45 centi metre including 1:4:8 C.C foundation, 1:2:4 Cement Concrete channels/ half round glazed stoneware pipe channel, salt glazed stone-ware intercepting trap with rodding pipe set in 1:4:8 cement concrete block, brick masonry plastering inside and Outside, with C.I. lead cover of 75 Kilogram with frame fixed in cement concrete. |
| 254 | Providing and fixing 450 mili metre x 550 mili metre size superior type Belgium mirror with 16 mili metre diametre nickel plated towel rod etcetera complete. |
| 255 | Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 450 mili metre diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etcetera complete. |
| 256 | Providing and fixing on walls/ ceiling/ floor 15 mili metre diametre CPolyvenyle Chloride pipe with necessary fittings, remaking good the demolished portion etcetera complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etcetera complete. |
| 257 | Providing and fixing H.D.P container Syntex or alike one piece moulded water tank made out of low density polythyler and built corrugation including of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow of all tanks capacity above 1000 to 20,000 litres Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 28, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 04, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysSep 07, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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