MBB College Lake Development

Amount

Landscape Work

SITE CLEANING, SOIL RESTORATION AND EARTHWORK

Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure).

Rough dressing the trenched ground including breaking clods.

Fine dressing of the ground

Mixing earth and sludge or manure in the required proportion specified or as directed by the Engineer-in-charge.

SOFTSCAPE AND PLANTING

Good Garden Soil Supplying and stacking of good earth at site including royalty and carriage upto 5 km complete (earth measured in stacks will be reduced by 20% for payment

Cow Dung Manure Supplying and stacking of well decayed cattle manure at site including royalty and carriage upto 5 k.m. lead complete (cattle manure measured in stacks will reduced by 8% for Payment).

Grassing

Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts.

Mixing earth and sludge or manure in the required proportion specified or as directed by the Engineer-in-charge and Spreading of sludge, dump manure and/or good earth in required thickness as per the direction of Engineer-in-charge (cost of sludge, dump manure and / or good earth to be paid separately).

Shrubs, Hedges and Ground Cover Plantation

Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately)

Plantation of Shrubs, and Hedge, ornamental grass at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cost of plant & water)

Tree / Palm Plantation

Digging holes (90 cm dia, and 90 cm deep ) in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately).

Digging holes (60 cm dia, and 60 cm deep ) in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately).

Plantation of Trees, palms at site i/c watering and removal of unserveiceable material’s as per direction of Engineer- in-charge (excluding cost of plant & water).

PLANT MATERIAL

Supply of Trees - well developed, well branched crown - 4-6 branches each having 4-5 leaves, well developed, in 12" pot or polybag, disease free. Trees shall be large size nursery grown trees pruned during growth to produce a tight well rounded head and a straight stem clear of leaves or twigs. Trees shall be at least two years old, as certified by the nursery. Trees shall be 70-100 mm circumference stem when measured 1.0m from ground level and shall have a clear straight stem of minimum 1.2m. The head shall be well balanced and rounded and contain at least four main branches with a well-developed secondary branch system and a defined central leader that has not been pruned, giving an overall height of 1.5m at the time of planting. Pruning at the time of removal from the nursery will not be permitted. In dry weather conditions, trees are to be sprayed with approved Anti-transpirant. Rootball dimensions : diameter 750mm x 750mm deep minimum. Supply shall include labour & equipment cost of loading, unloading, transport to site, storage & stacking within site in area protected from dust .

Alstonia scholaris

Bauhinia blakeana

Bombax ceiba

Ceiba pentendra

Delonix regia

Dillenia indica

Erythrina stricta

Gardenia resinifera

Gmelina arborea

Holarrhena pubescens

Lagerstroemia parviflora

Lannea coromandelica

Litchi chinensis

Madhuca longifolia

Magnolia grandiflora

Mallotus philippensis

Mangifera indica

Michelia champaca

Mesua ferra

Morus alba

Nyctanthes arbor-tristis

Peltophorum inerme

Phyllanthus emblica

Plumeria alba

Plumeria rubra

Pterospermum acerifolium

Samanea saman

Saraca indica

Schima wallichii

Syzygium cumini/ Eugenia jambolana

Tamarindus indica

Tectona grandis

Terminalia arjuna

Terminalia Chebula

Thespesia populnea

Supply of Palms - well developed, in 18" pot or polybag, disease free. Acceptable tolerances to variations in stem height shall be +100mm or -100mm from the height specified in the Bills of Quantities. The heads of palms shall be well balanced with at least 7 leaves and a healthy growing apical shoot all free from pest and disease. Supply shall include labour & equipment cost of loading, unloading, transport to site, storage & stacking within site in area protected from dust.

Phoenix sylvestris Roxb. (Wild date palm/khajur) of plants height 150-165 cm. in Big HDPE Bag

Big Shrubs

Alocasia amazonica

Alocasia macrorrhiza

Alpinia variegated

Brunfelsia grandiflora

Colocasia esculenta

Dracena Song of India

Euphorbia caracasana

Euphorbia pulcherrima

Ficus benjamina

Gardenia jasminoides

Heliconia psittacorum

Heliconia rostrata

Holmskioldia sanguinea

Kopsia fruticosa

Leea rubra

Murraya exotica

Nerium oleander 'Pink'

Nerium oleander variegated

Pandanus sanderii

Phlogacanthus thyrsiflorus

Tabernaemontana coronaria

Tabernaemontana divaricata Double

Medium / Small Shrubs

Acalypha wilkensiana copper

Acalypha wilkensiana tahiti

Acalypha wilkensiana tricolour

Aglaonema modestum

Aglaonema Parrot Jungle

Allamanda cathartica

Anthurium andraeanum white

Asparagus Mayuri

Asparagus sprengeri

Caladium bicolor

Canna dwarf (Mix colours)

Canna indica (mix colours)

Canna variegata (Red and green)

Canna variegata (Yellow and green)

Cestrum diurnum

Cestrum nocturnum

Clerodendrum paniculatum

Clerodendrum thomsonae variegata

Codiaeum variegatum var. pictum

Costus speciosus

Crinium menehune (Crinum red lily)

Dieffenbachia mosaic

Dracena waranickii

Hamelia patens dwarf

Hibiscus rosa- sinensis (mix colours)

Hibiscus rosa sinensis white

Holmskioldia tettensis

Hymenocallis littoralis

Ixora chinensis 'Pink'

Jasminum grandifolium

Jasminum sambac

Justicia adhatoda

Lantana sellowiana tricolour

Nerium dwarf

Ocimum tenuiflorum

Ophiopogon japonicus

Ophiopogon japonicus nigra

Ophiopogon japonicus variegata

Pachystachys lutea

Pandanus dwarf

Pentas lanceolata (mix colours)

Pentas lanceolata white

Philodendron xanadu

Plumbago zeylanica

Ruellia tuberosa

Spathiphyllum wallisii

Stachytarpheta indica

Tabernaemontana coronaria dwarf

Vinca alba (0.3m height)

Wetland Flora

Alocasia lowii

Alpinia allughas

Alpinia purpurata

Cyperus alternifolis

Cyperus Papyrus

Imperata Cylindrica

Thalia dealbata

Saccharum spontaneum

Typha angustifolia

Epiphytes / Ferns

Bromelia balansae

Cyrtomium falcatum

Guzmania spp

Guzmania monostachia

Neoregelia compacta

Neoregelia carolinae tricolour

Nephrolepis exaltata 'bostoniensis'

Nephrolepis exaltata 'muscosa'

Nephrolepis exaltata 'verona'

Polystichum setiferum

Vriesea splendens

Vanda spp. Gold

Dendrobium Orchid spp.

Phalaenopsis Orchid spp.

Aquatic Ornamentals

Nelumbo nucifera

Victoria regia

Wequisetum hyemale

Grassing

Grassing including watering and maintenance of the lawn for 60 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and earth shall be paid for separately) in rows 5 cm apart in both directions

Civil Work

Demolishing & Site Clearance

Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge

Demolishing reinforced cement concrete manually / by mechanical means including stacking of steel bars properly and disposal of unserviceable material with all lifts and upto 50 m lead etc. complete as per direction of the Engineer- in-charge. (Existing Deck)

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.

Dismantling steel work in built up section in channels, angles, tees, flats including all gusset plates, bolts, nuts, cutting rivets, welding including dismembering and stacking of serviceable materials and unserviceable materials separately with all lifts and upto a lead of 50 m etc. complete as per direction of the Engineer- in-charge.

Scarifying Existing Bituminous Surface to a depth of 150 mm by Mechanical Means Scarifying Existing bituminous Road Surface by mechanical means to a Depth of 150 mm and disposal of scarified material with all lifts and leads upto 1000m as per MoRT&H Technical Specification clauses of section 300. (Including Labour and machinery)

Dismantling old plaster or pointing, raking out joints, cleaning and preparing the surface for re-plastering or re-pointing including disposal of rubbish to the dumping ground with all leads and lifts etc. Complete as per direction of the Engineer- in-charge.

Demolishing brick work including stacking of serviceable materials and disposal of unserviceable materials with all lifts and upto a lead of 50m etc. complete as per direction of the Engineer- in-charge: (In cement mortar).

Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. (For thickness of tiles 10 mm to 25 mm)

Piling Work

Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct Mud Circulation (DMC) or Bailer and Chisel Technique by Tripod and Mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads. (Length of pile for payment shall be measured upto bottom of pile cap). Note: Truck Mounted rotary / TMR / Tubewell Boring Machine shall not be used. : DIA 450.

Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in­charge: Note: 1. Initial and Routine Load Test shall be carried out by Dynamic Method of Testing. Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-Charge Single pile upto 50 tonne safe capacity.

Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in­charge. Note: 1. Initial and Routine Load Test shall be carried out by Dynamic Method of Testing. Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-Single pile above 50 tonne and upto 100 tonne safe capacity pile.

Excavation

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed all as per the drawing, specifications and direction of the Engineer-in-Charge.

Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and packing cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered) all as per the drawing, specifications and direction of the Engineer-in-Charge for Depth exceeding 3 m but not exceeding 4.5 m in public zone B.

Back Filling

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. -All kinds of soil

Earth-Carriage by Mechanical Transport including loading, unloading and stacking,

Brick Aggregate (Single size) : 40 mm nominal size (mix class)

Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering. -All work upto plinth level: 1:3:6 (1 Cement: 3 fine sand : 6 graded stone aggregate 20 mm nominal size) all as per drawings, specifications and the direction of the Engineer-in-Charge.

Brickwork

Brickwork above PL First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:In cement mortar 1:4 ( 1 cement : 4 fine sand ) all as per drawings, specifications and the direction of the Engineer-in-Charge

Charges for Brick soling Laying brick soling on prepared subgrade with brick on edge (excluding the cost of bricks but including the cost of binding materials) according to lines, grades and cross-section shown on the drawing, filling joints with sand , watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412.

Brick soling with herring bone patteren in botanical zone

Brick (1st class), 1000 Nos.

Brick Carriage of materials by Mechanical Transport including loading, unloading and stacking 1000 nos. up to 5 KM

RCC upto PL Providing and laying in position machine batched, machine mixed and machine vibrated design mix Reinforced cement concrete grade M-25 using 410 kg of cement per cum including pumping of concrete to site (If required) of laying but excluding the cost of centring, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability all as per drawings, specifications and the direction of the Engineer-in-Charge.

RCC above PL Providing and laying in position machine batched, machine mixed and machine vibrated design mix Reinforced cement concrete grade M-25 using 410 kg of cement per cum including pumping of concrete to site (If required) of laying but excluding the cost of centring, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability all as per drawings, specifications and the direction of the Engineer-in-Charge.

Reinforcement

Supplying and fixing of Thermo-Mechanically Treated bars/ Cold twisted deformed steel bars for reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level.

Shuttering / Formwork

Shuttering / Formwork upto PL Centering shuttering including struttings, propping etc. and removal of form work for foundations, footings, bases for columns etc. for mass concrete with 12mm thick wooded ply board all as per specifications and the direction of the Engineer-in-Charge

Shuttering / Formwork above PL Centering shuttering including struttings, propping etc. and removal of form work for foundations, footings, bases for columns etc. for mass concrete with 12mm thick wooded ply board all as specifications and the direction of the Engineer-in-Charge

Plastering & POP

Providing and laying 20 mm cement plaster of mix : In cement mortar 1 : 6 (1 cement : 6 fine sand) all as per drawings, specifications and the direction of the Engineer-in-Charge.

POP Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.

Painting

Supplying and finishing walls with textured exterior paint of required shade of approved brand and manufacture on new work ( two or more coats applied @ 3.28 litre/10 sqm) over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm complete. [Payment shall be made after submission of Test Certificate issued by the Manufacturer] all as per drawings, specifications and direction of the Engineer-in-charge.

Applying priming coat with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel, galvanised iron / steel work. [Payment shall be made after submission of Test Certificate issued by the Manufacturer].

Painting with 2 coats of synthetic enamel paint, having VOC (Volatile Organic Compound) content less than 150 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. [Payment shall be made after submission of Test Certificate issued by the Manufacturer].

Varnishing with varnish of approved brand and mamufacturer Two or more coats of glue with spar varnish over an under coat of flatting varnish.

Flooring & Stone Work

Kota stone on pond steps Kota stone slab of 18mm thick in riser of steps, skirting, dado and Kota- stone slab flooring of 18 mm thick over 20 mm thick base of cement plaster 1:6 (1cement :6 coarse sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete.

Providing and fixing stone slab with table rubbed, edges rounded and polished of size 75x50 cm deep and approved thickness fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 fine sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth including rubbing, curing etc. complete at all levels as required. (measurement should be of exposed finished work).

Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 fine sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineerin-Charge. (Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent)

Providing and fixing gang saw cut of approved thickness mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base of cement mortar 1:4 ( 1 cement : 4 fine sand ) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing , curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels: 18 mm thick Granite of any colour and shade duly approved Area of slab over 0.50 sqm

60 mm thick factory made cement concrete interlocking paver block of M -30 Grade Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of sand, filling the joints with fine sand etc. all complete as per specification and approval/ direction of the Engineer-in-charge.

Providing and laying factory made kerb stone Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete inposition to the required line, level and curvature jointed with cement mortar 1:3 (1 cement : 3 sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-Charge. (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-Charge) (Size considered as D-450 x L-350 x B-150mm ( Along Both side of Paver Block).

Granular Sub-Base with Well Graded Material (using jhama brick aggregate) (Table:- 400.1) A. By Mix in Place Method Construction of granular sub-base by providing well graded material (Jhama Brick Aggregate, as per Table:- 400.1, Grading-I), spreading in uniform layers with tractor with attachments or motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per MoRT&H Technical Specification Clause 401 ( Below Paver block).

Providing and laying polished vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08 % and conforming to IS : 15622 of approved make in all colours, shades over 20 mm thick bed of cement mortar 1 : 4 ( 1 cement : 4 fine sand ) jointed with ordinary cement slurry including pointing with white cement mixed with pigment of matching shade complete. (Size of tile 80x80 cm)

Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete. (Size of tile 80x80 cm)

Miscellaneous work like water channel restoration, Lamp post & Precast Balusters Railing

Chainlink fencing Providing Chain link fabric fencing mesh of size 25x25 mm made of G.I. wire of dia 3 m with Angle of 75 x 75 x 6 mm thick with supportive angle along edge shall be embaded in concrete of Retaining wall at every 2 mts interval complete as per drawing and as directed by Engineer-in-charge. (Running meter)

Plain Saucer drain (Channel drain) : concrete Saucer drain as per approved 300 x 600 mm size and pattern in drawing including tarnsportation cost with installation at site as per Engineer-in-charge .

MS Work Steel work welded in built up section/framed work including supply of all materials, cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. complete as required all as per drawings, specifications and direction of the Engineer-in-charge.

Providing & fixing in position Phenol bonded Bamboowood wall cladding at all height with planks of sizes 10mm thick, 1800mm length (minimum) and 130 mm wide (minimum), in approved colour, texture and finish, having Performance Appraisal Certificate (PAC) issued by Building Materials & Technology Promotion Council (BMTPC), with necesasary profiled edges fixed with 40mm SS screws 5 nos in each tile to frame work made of local teak wood of size 20x15 mm in centre of each tile and bottom and top of work height, 40x15mm placed at ends of each tile. The cladding shall be laid over backlayment of 1.00 mm thick expanded poly ethylene foam of density 40kg/cum in two layers, first layer on wall surface before fixing wooden frame and second layer on frame under cladding. The bomboo wood planks shall have minimum density of 1000 Kg/cum & minimum Hardness 1000 Kgf. with Eco friendly UV coating, all complete as per direction of the Engineer in-charge.

Providing and fixing roof frame with muli bamboo of 25 mm to 40 mm dia, placed at 150 mm centre to centre, including a layer of bamboo dhari mat lining over the frame, tied with 1.0 mm G.I. wire complete as per specification.

Providing and fixing muli bamboo shingle roofing with 100 mm spacing of shingles and bamboo battens tied with G.I. wire 1.0 mm with roof frame complete (roof frame to be paid separately) as per specification.

Providing and fixing Stainless Steel AISI 304 (18/8) kitchen sink as per IS 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fittings and brackets, cutting and making good the walls wherever required: (Kitchen sink with drain board ) 510x1040 mm bowl depth 250mm.

Gabian Structure for Retaining Earth Providing and construction of a gabian structure for retaining earth with segments structure for retaining earth with segments of wire crates of size 7 m x 3 m x 0.6 m each divided into 1.5 m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not , exceeding 100 x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be tied with 4 mm galvanised steel wire as per drawing and MoRT&H Technical specifications clause 2503.3.

Doors and Windows

Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position (Sal Wood)

Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for paneled or paneled and glazed shutters 25 to 40 mm thick Decorative plywood both side decorative veneer (Type 1) conforming to IS 1328 BWR type

Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS : 1285, fixing with dash fasteners of required dia and size, including necessary filling up of gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawing and the direction of Engineer­in­charge. (Glazing and paneling and dash fasteners to be paid for separately) : Powder coated aluminium ( minimum thickness of powder coating of 50 micron ).

Providing and fixing glazing of approved quality in aluminium doors, windows, ventilator, shutters and partition etc. with EPDM rubber / neoprene gasket etc. complete as per architectural drawing and the direction of Engineer-in-charge (Cost of snap beading shall be paid in basic item) : With float glass panes of 5.5 mm thickness ( weight not less than 13.50 kg / sqm )

Providing, laying and fixing of FINROOF Finolex PVC roofing sheet of approved thickness / colour and profile as per drawing and as directed by the engineer incharge. (a) 76/16 Greca Profile (iii) 1.5 mm thick

Providing plain Polycarbonate transparent sheet Ridging including supplying and fixing necessary selfdrilling , selftapping screws etc. complete as specified and directed. (ii) 230 mm lapping

Road Work

Cutting of Trees, including cutting of Trunks, Branches and Removal of stumps Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts and lead up to 1000 metres as per MoRT&H Technical Specification Clause 201.

Girth from 300 mm to 600 mm

Girth from 600 mm to 900 mm

Girth from 900 mm to 1800 mm

Girth above 1800 mm

Removal of Telephone / Electric Poles and Lines (Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately)*

Dismantling of Structures: Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per MoRT&H Technical Specification Clause 202. II. By Mechanical Means B. Prestressed / reinforced cement concrete grade M-20 & above

Subgrade Layers

Compacting Original Ground Case-I :- Compacting original ground supporting sub-grade Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.2 for subgrade construction as per MoRT&H Technical Specification clauses of section 300.

Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site , spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per MoRT&H Technical Specification clauses of section 300.

Sub-base and Base Layers

Granular Sub-Base with Coarse Graded Material (Table:- 400.2) Construction of granular sub-base by providing coarse graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRT&H Technical Specification Clause 401. (i) For Grading-I Material

Water Bound Macadam Sub-Base / Base Construction of granular sub-base by providing coarse graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRT&H Technical Specification Clause 401. (i) For Grading-II Material B) By Mechanical Means

Water Bound Macadam Sub-Base / Base Construction of granular sub-base by providing coarse graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRT&H Technical Specification Clause 401. (i) For Grading-III Material B) By Mechanical Means

Surface Layers

Prime Coat Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.6 kg/sqm using mechanical means as per MoRT&H Technical Specification Clause 502.

Dense Graded Bituminous Macadam (Grading -I & VG-30) Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H specification clause No. 507 complete in all respects.

Tack Coat Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous / granular surface cleaned with Hydraulic broom as per MoRT&H Technical Specification Clause 503.

Mastic Asphalt Providing and laying mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500.29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen recoated finegrained hard stone chipping 13.2 mm nominal size at the rate of 0.005 cum per sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of the surfaces is not less than 100° C, protruding 1 mm to 4 mm over mastic surface, all complete as per MoRT&H Technical Specification Clause 515.

Road Markings

Painting Lines, Dashes, Arrows etc. on Roads in Two Coats on New Work Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirts, dusts and other foreign matter, demarcation at site and traffic control. (ii) Upto 10 cm in width

Road Edge Marking

Centreline Marking

Providing and erecting of city stud of dimension 220x100x40mm plastic body with two-way reflective with 2x179 glass element.

Providing and erecting Railing/ Guea

Providing and erecting Delinetor

Footpath Layers

60 mm thick factory made cement concrete interlocking paver block of M - 30 Grade Providing and laying 60 mm thick factory made cement concrete nterlocking paver block of M-30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of sand, filling the joints with fine sand etc. all complete as per specification and approval/ direction of the Engineer-in-charge.

Sand layer-3 Sand Filling in foundation trenches as per drawing & MoRT&H technical specification clause 304.

Cast in Situ Cement Concrete M 20 Kerb with Channel Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per drawings & MoRT&H technical specifications Clauses 308. A. Using Concrete Mixer

Painting Two Coats on New Concrete Surfaces Providing and painting two coats with synthetic enamel paint in all shades on new plastered concrete surfaces as per MoRT&H Technical Specification Clause 803. Unit = sqm

NP3 Pipes in Pipe Culvert and Screen Mesh

Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete

Screen Mesh: Providing and fixing hard drawn steel wire fabric if size 75 x 25 mm mesh to be fixed & firmly anchored to the concrete surface by means ofn "L" shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants, as required and as per direction of the Engineer-in-charge.

Sanitary & Plumbing Work

Sanitaryware Installation

Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required

White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar taps.

White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap.

Providing and fixing Stainless Steel AISI 304 (18/8) kitchen sink as per IS 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fittings and brackets, cutting and making good the walls wherever required: Kitchen sink with drain board 510x1040 mm bowl depth 200mm

Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete with Flexible pipe 40 mm dia

Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete

Providing and fixing toilet paper holder - C.P. brass

Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge.

Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge.

Providing and fixing uplasticised PVC connection pipe with brass unions : 45 cm length & 15 mm nominal bore

Providing and fixing CP brass bib cock of approved quality conforming to IS: 8931, 15 mm nominal bore

Providing and fixing CP brass long body bib cock of approved quality conforming to IS: standard and weighing not less than 690 gms., 15 mm nominal bore

Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931, 15 mm nominal bore

Providing and fixing C.P. brass twin Robe Hooks, Jaquar Cat. No. AKP-35761P or equivalent make.

Providing and fixing fully automatic Soap Dispenser SS with capacity 800 ml. including all fittings complete. (Euronics Model-ES- 09) or approved equivalent

Providing and fixing Air Purifier Euronics Model-EA 24 or equvalant, including all fittings complete in all respect.

Providing and fixing fully automatic Hand dryer including all fittings complete. (Euronics Model-EH 26 NW)

Providing and fixing automatic high pressure electric water heaters HAVELLS-Monza or equivalent make VENUS-Magma-Vertical 25GV/RACOLD-Etrno-2 ER2/AO Smith with glass lining thermostats with each element and high temperature cut off, necessary insulation, safety valve, etc. all complete, 25 litres

Providing and fixing 15mm C.P brass Sink Mixer Jaquar Cat. No. FLR-5165 or approved equivalent.) for kitchen sink with swinging spout complete. Including cutting and making good the walls wherever required .

Providing and Fixing Health Faucet Jaquar Cat. No.ALD-IVC-593 or equivalent make with flexible pipe and wall hook with each European W.C. Pan.

Providing and fixing Grab Bar Euronics Model No. EGR 01 (600MM) or approved equivalent,Including cutting and making good the walls wherever required

Providing and fixing Hand Rail Euronics Model No. EGR (S02) or approved equivalent,Including cutting and making good the walls wherever required

Providing and fixing 32 mm dia CP Brass bottle trap Jaquar Model No. ALD-769L 250x190 or approved equivalent,Including cutting and making good the walls wherever required

Internal Drainage & Rain Water Pipes

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering. All work up to plinth 1:2:4 (1cement : 2 Fine sand : 4 graded stone aggregate 20 mm nominal size)

Making khurras 45 x 45 cm with average minimum thickness of 5cm cement concrete 1: 2 :4 ( 1 cement:2 coarse sand:4 graded stone aggregate of 20mm nominal size ) overP.V.C. sheet 1mx 1mx 400 micron,finished with 12mm cement plaster 1;3 ( 1 cement: 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.

Providing and fixing to the inlet mouth of rain water pipe PTMT grating with thickness of 8mm and weighing not less than 100gm. complete. 100 mm

Providing and fixing S.S. hinged grating, 1.5mm thick with frame (Neer Cat. No. - NRG 7006 or equivalent make CHILLY-CRG-R-127 (Square Classic) /JAYNA NEW HEAVY GRATINGS Cat. No. NHG 140 including setting in floor with cement mortar 1:3.

Providing and fixing SWR uPVC pipes (Type-B) confirming to IS 13592 : 1992 complete with all fittings e.g. plain or door bends, junctions, cowls, offsets, access pieces etc. jointing with rubber rings and solvent cement including fixing the pipes on wall face with galvanized iron holder bat clamps or suspended below ceiling with galvanized iron hangers/supports and fasteners all as approved by the engineer in charge including Cutting holes in walls, floors excavation, refilling and disposal of surplus earth wherever required and making good . The rates shall be inclusive of painting of all supports and clamps with a coat of red oxide primer and two or more coats of synthetic enamel paint of approved colour and Quality to give an even shade including surface preparation.(Sample of holder bat clamps,hangers / supports to be approved by the Engineer-in-Charge.)

Providing and fixing uPVC agricultural pipes conforming to IS:4985 (6 kg/sqcm) including all fittings, e.g. couplings, tees, bends, reducers and screwed adoptors jointing with solvent cement joint as per manufacturers' recommendations including fixing the pipes on wall face with galvanized iron holder bat clamps or suspended below ceiling with galvanized iron hangers/supports and fasteners all as approved by the engineer in charge including Cutting holes in walls, floors excavation, refilling and disposal of surplus earth wherever required and making good . The rates shall be inclusive of painting of all supports and clamps with a coat of red oxide primer and two or more coats of synthetic enamel paint of approved colour and Quality to give an even shade including surface preparation [for Waste Connections & Rain Water Pipes]

Providing and fixing uPVC P-Trap with extension piece including setting with cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 hand stone ballast 20 MM nominal size) the inlet from floor level to trap rim to be grouted and cemented neat manner including cutting and making good the floor & wall wherever requiredcomplete in all respects, 110 mm inlet and 110 mm outlet.

Providing and fixing in position 110x63 mm OD uPVC reducing elbow including fix to floor with cement mortar.

Providing and fixing 110 mm OD uPVC inlet fitting/ Extension Piece with 2 or 3 inlets of 40 to 63 mm OD, fixed to uPVC trap with solvent cement joint and set in cement concrete as per drawing complete.

Providing and fixing cast brass clean out plug with suitable insert keys for opening, male threaded joint with uPVC threaded socket caulked to uPVC soil pipe including cost of solvent cement joint, 100 mm dia

Internal Water Supply

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the walls etc.

20 mm nominal outer dia Pipes

25 mm nominal outer dia Pipes

32 mm nominal outer dia Pipes

Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc., Internal works - Exposed on walls

25mm dia nominal bore

32mm dia nominal bore

40mm dia nominal bore

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External - 32mm dia nominal bore

Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete - 25 to 40 mm nominal bore

Providing and fixing ball valve (brass) of approved quality complete - 25 mm nominal bore

Constructing masonry Chamber 30x30x50 cm, inside , in brick work in cement mortar 1:4 (1 cement :4 fine sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) necessary excavation foundation concrete 1:5:10 ( 1 cement :5 fine sand:10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement :3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design - With Second Class bricks

Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work :

25mm dia nominal bore

32mm dia nominal bore

40mm dia nominal bore

Painting G.I. pipes and fittings with two coats of anticorrosive bitumastic paint of approved quality - 32mm dia nominal bore

Providing and filling sand of grading zone IV or fine grade alround the G.I. pipes in external work - 32mm dia nominal bore

Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.

5000 Litres Capacity

3000 Litres Capacity

2000 Litres Capacity

Providing and fixing single acting air valve with screwed end - 20 mm dia

Providing and fixing forged brass ball valve of brass body with hard chrome plated steel ball inside PTFE (Teflon) seat & ring with chrome plated centre handle with female BSP threads complete in all respects.

25mm nominal bore

32mm nominal bore

40mm nominal bore

Supply, installation, testing & commissioning of submersible single stage single entry clear water pumps with C.I.body and C.I. two vane enclosed type impeller connected to TEFC submersible motor for 415 volts, 3 phase, 50 cycles A.C. power supply with mechanical seal, pump connector unit with rubber diaphram and bend, vertical discharge pipe, guide pipe and chain in built level controller, sequence running cotroller, dry running Protection, necessary motor control panel, power and cnrol cables as required, isolation valves, non return valve, vibration eleminators, GI C Class delivery header up to out side the tank etc. complete in all respects. (Pumps shall be installed in a set of two pumps One working and One standby) Water Supply Pumps: Capacity - 1.5 LPS (Each), Head - 30 M, H.P. - 2.0 HP (Approx.)

Sewerage & Drainage

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil

Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

Providing, laying and jointing glazed stoneware pipes grade ‘A’ with stiff mixture of cement mortar in the of 1:1 (1 cement: 1 fine sand) including testing of joints etc. complete :

150 mm diameter

200 mm diameter

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design:

150 mm diameter

200 mm diameter

Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design - 180 x 150mm size P-type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Constructing brick masonry chamber for underground C.I. inspection chamber and bends with 1st class bricks in cement mortar 1:4 (1 cement : 4 fine sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) R.C.C. top slab with 1:2:4 mix (1 cement :2 fine sand : 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement: 5 fine sand : 10 graded stone aggregate 40 mm cement on walls and bed concrete etc.nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 fine sand) finished smooth with a floating coat of neat complete as per standard design - Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets

Extra for depth beyond 450 mm of brick masonry chamber for underground C.I. inspection chamber with same specification as mentioned in item - For 600x850 mm size

Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.

Irrigation Work

Submersible Pump Set Supply, Installation, Testing & Commissioning of Submersible open well monobloc pump set having flow rate 5m3/hr @ 21m head with suitable motor working on single phase 50 Hz, 230V± 10%, 1.5 HP with flexible hose pipe of 6 m length for discharge line of pump. Complete as per specifications and direction of the Engineer-in-charge.

GI Pipe & Fittings Providing and fixing G.I. pipes of Heavy class as per IS:1239 with latest amendment complete with G.I. fittings including trenching and refilling,cutting and making good the walls etc.complete as per CPWD specification and direction of the Engineer - in - charge. 50 mm dia

Butterfly Valves Providing and fixing CIDF Butterfly valve with bolts, nuts, rubber insertions etc. complete as per CPWD specification and direction of the Engineer-in-charge. 50 mm Dia

Flexible PVC pipe Providing and laying of flexible PVC pipe (conforming to IS:7634) complete as per specification and direction of the Engineer - in charge 32 mm Dia

Swiveling Shower Providing and fixing Swiveling Shower of 15 mm dia at the end of hose pipe for Irrigation pupose

Fountain Work

8 nos. of Foam Bubbler Fountain on a PCD of 2.6m and a Central Bubbler. Height of the central Bubbler – 1.2m Height of the Peripheral Bubblers – 0.9m Pump – 3HP X 2 Submersible Pump Light : 18 Nos of LED Light (white) – 12V, 18W Additional 4 LED Lights (white) to highlight cascading.

Other Works

Art Object

Signages

Design, procurement and installation of stone signages with engraved & paint text for Landscape area and entry gate for guidance for the places, warning and information about the garden and as approved by the Engineer-in-Charge.

Design, procurement and installation of stone signages with engraved & paint text for Landscape area and entry gate for guidance for the places, warning and information about the garden and as approved by the Engineer-in-Charge.

Play & Outdoor Fitness Equipment Equipment as per specification and and as approved by the Engineer-in-Charge.

Water Equipment

Supply of Sit on Top Kayak Boat including hand rowing facility (as applicable) and made of Fibre Glass / FRP or any other equivalent material suitable for one person with following specification: Length ~ 285 cm. Width ~ 80 cm. Height ~ 36 cm. Thickness = 5 mm. Minimum load capacity ~ 150 Kg. The item shall include Kayak, 1 set of Paddle, 1 no. Life Jacket and 1 no. Back-rest The entire supply to be made based on manufacturer's specification and as approved by the Engineer-in-Charge.

Supply of Sit on Top Kayak Boat including hand rowing facility (as applicable) and made of Fibre Glass / FRP or any other equivalent material suitable for two persons with following specification: Length ~ 390 cm. Width ~ 80 cm. Height ~ 36 cm. Thickness = 5 mm. Minimum load capacity ~ 250 Kg. The item shall include Kayak, 2 set of Paddles, 2 nos. Life Jacket and 2 nos. Back-rest The entire supply to be made based on manufacturer's specification as approved by Engineer-in-Charge.

Swan type Paddle Boat for four persons made of Fibre Glass / FRP or any other equivalent material suitable for four persons. The entire supply to be made based on manufacturer's specification as approved by the Engineer-in-Charge.

Dragon type Paddle Boat for four persons made of Fibre Glass / FRP or any other equivalent material suitable for four persons. The entire supply to be made based on manufacturer's specification as approved by the Engineer-in-Charge.

Plain type Paddle Boat for four persons made of Fibre Glass / FRP or any other equivalent material suitable for four persons. The entire supply to be made based on manufacturer's specification as approved by Engineer-in-Charge.

Life jackets made of tough and impenetrable polyethelene fabric. The entire supply to be made based on manufacturer's specification as approved by the Engineer-in-Charge.

Glass Mosaic Tiles

Providing and fixing Glass mosaic tiles on finished plain wall surface of size 20 mm x 20 mm x 4 mm in all colour, design , fixing in approved design. The glass mosaic tiles shall be fixed on the wall surface with the help of approved adhesive applied at the rate of 2.5 kg per sqm and grouting of the same. All completed as per the direction of the Engineer-in-charge.

Garbage Bins

Twin Bin (80 litre)

120 litre Bin

1100 litre Bin

Broom

Face Mask

Ghamela

Gloves

Safety Jacket

Shoes

Pontoon Bridge

Pontoon bridge through Commercial Zone connecting Public Zone B with the Palmwalk

Cattle Trap

Supplying fitting and fixing M.S. cattletrap fabricated, welded, mitred and jointed as per relevant IS code with ISMB 250 joist spaced not more than 1800mm apart and ISA 65x65x6 spaced not more than 200mm apart and fixing the same over RCCmember/Brickwall complete as specified and directed.

HDPE Grass Pavers

Supplying and laying Ovilite Grass Track Grass Pavers , Green honeycomb panels with self anchoring pegs, made of high impact resistant HDPE . Each grass paver should be of 330mm*330mm*35mm Thick in height consisting of four floral shaped structure of 125mm open cell and nine round cell opening of 45 mm dia. Each of the open cell are connected with a web like structure for strength and stability. Base of the panel is equipped with a slot opening for drainage and four round struts for anchoring purpose. The Grass Paver to have interlock system to lock each other. The Grass Paver should have compressive strength of minimum 100 tons/sq mt , capable to take the load of the fire tender. The panel should have high level of porosity greater than 90%, porous for Grass, shrubs and low planters. Laying to be done on 50 mm sand bed over well compacted subbase/WBM as per manufacturer specifications and directions of the Engineer-in-charge.

Food Kiosk

Supply and installation of food kiosk made of Wood: Russian Pinewood Wall Thickness: 36mm Roof Height: 9.5' Base Frame: 145mm x 36mm with ACQ Treatment Floor Board Thickness: 25mm Deck Floor Board Thickness: 25mm with ACQ Treatment Roof Beam: 145mm x 36mm Roof Board Thickness: 18mm Waterproofing: Membrane Roof Tiles: 2.5mm Asphalt Cut Shingles (Asian Red)

Containment Boom / Barrier

Electrical work

SECTION I - SUB STATION

DIESEL GENERATOR

Supplying, installation, testing and commissioning of Air/Water Cooled Diesel Generator set coupled to suitable alternator of 220/415 V, AC, 1/3-Phase 0.8 p.f. 1) M.S. Fabricated base frame., 2) M.S. fuel tank of required capacity., 3) Residual Silencer. 4) Standard Control Panel. 5) Suitable batteries with lead., 6) First fill of lube oil. 7) Acoustic Enclosure complete with all accessories as specified and directed by the department conforming to IS comprising the Technical Specification as per manufacturer. Refer Specification for the details

50 KVA with AMF panel

10 KVA with AMF panel

Exhaust system Supplying and fixing exhaust gas piping of suitable dia. welded black MS, B Class pipe conforming to IS:3589 cut to required lengths and installed with necessary bends, supports and clamps,anti-vibration mountings, insulation of exhaust system with mineral wool/Rockwool, 75mm thick compressed mineral wool insulation (Rock wool) for D.G. exhaust pipe with 26gauge aluminium sheet cladding etc., as required as per specifications. The pipe sizes shall be as per DG set requirement.

Civil Foundation For DG set & CSS

SECTION II - LANDSCAPE LIGHTING

45W LED POST TOP LANTERN IP67 HIGH-PRESSURE ALUMINUM DIE-CAST WITH 2500LM 3K OUTPUT

15W OUTDOOR IP65 CEILING MOUNTED DOWN LIGHT

150W, IP65, Min 1200lum/W efficacy LED FLOOD LIGHT

14W LED GROUND MOUNTED BOLLARD IN IP67 IK10 DIE-CAST ALUMINUM ENCLOSURE WITH 900LM 3K OUTPUT

8W LED SPOTSPIKE (BUSH) LIGHT IP65 IK8 DIE-CAST ALUMINUM ENCLOSURE WITH 250LM 3K OUTPUT

4W LED STEP LIGHT IP67 IK08 DIE-CAST ALUMINUM ENCLOSURE WITH 35LM 3K OUTPUT

15W, 4 WAY THROW LED PATH LIGHT LUMINAIRE IN AL DIE CAST IP 67, IK 10, ROHS COMPLIANT ENCLOSURE WITH STEEL TOP COVER, EMBEDED IN GROUND, 3000K WITH 402 LM OUTPUT WITH BUILT IN DRIVER

8W, 2 WAY THROW LED PATH LIGHT LUMINAIRE IN AL DIE CAST IP 67, IK 10, ROHS COMPLIANT ENCLOSURE WITH STEEL TOP COVER, EMBEDED IN GROUND, 3000K WITH 202 LM OUTPUT WITH BUILT IN DRIVER

LED STRIP 14W IP67 3K 1200LM FOR COVE LIGHTING FOR BENCHES

LED STRIP 14W IP67 4K 1200LM FOR COVE LIGHTING

7W LED LINEAR WALL WASHER

10W recessed luminaire with contact frame LED 1100lm with electronic transformer of iGuzzini P370 make or equivalent. (FOR MURALS COLUMNS AND TREE UPLIGHTERS) IN IP67 IK10 ALUMINUM DIE-CAST ENCLOSURE

10W LED LANDSCAPE DOWN LIGHTER (RAILING OF VIEWING DECK IN IP65 IK06 ALUMINUM DIE-CAST POWDER COATED WITH 3K 956LM 24DEG. BEAM ANGLE)

38W LED WALL MOUNTED TUBE LIGHT

12W LED WALL MOUNTED UPLIGHTER IN ALUMINIUM DIECAST IP67 IK05 3K 809LM WITH MINIMUM 25DEG. BEAM ANGLE

IN-GROUND 12W WALL UPLIGHTER IN IP67 IK10 ALUMINUM DIE-CAST ENCLOSURE WITH 3K 660LM 20DEG. BEAM ANGLE

30W LED Street Light with solar panel, DC battery sufficient to provide 12 hrs of back-up.

11.5W LED Up-Down Lighters for outdoor application

Supply, Installation of 4 meter height GI poles complete with mouting base plate. The pole RAL clolor should be match with post lamp RAL.

Civil Foundation for 4 m Pole

SECTION III - LV SWITCHGEAR

SUPPLY, INSTALLATION, TESTING & COMMISSSIONING (SITC) OF 415V SWITCHGEAR PANEL

Design, manufacturing, Supply, Loading, Packing, forwarding, Unloading, handling (shifting from place of unloading to place of storage and shifting from the place of storage to the place of installation including insurance), storage at site, assembly, installation, conducting pre-commissioning test as per IS & IEC Standards, commissioning & performance demonstration of following 415V LV Switchgear Panels including setting of releases. Testing kit shall be arranged by contactor. For Details SLD shall be referred. , Aluminium earth bus bar for entire length as per SLD, detail specifications & data sheet including required testing @ factroy as per applicable IS/ IEC standards. lighting bus with MCBs and contactors shall be provided in a separate compartment ; Incoming components shall be provided in separate compartment; outgoing MCBs and Terminals shall be provided in separate compartments.

Main Incoming Panel (Public Zone)

Outdoor Type IP 55 double door Main DB with 1. 63A FP MCCB - 1 no. 2. 32A FP MCCB as outgoing- 6 nos. 4. MFM , Voltmeter, RYB Indications etc. Refer SLD and technical specifications for the details

Main Power Distribution Panel (Public Zone)

Outdoor Type IP 55 double door Main DB with 1. 32A MCCB as incomer- 1 nos. & 80A MCCB as incomer - 1No. with electo - mechanical interlocking 2. 16A FP MCB as outgoing - 8 nos. 3. MFM , RYB Indications etc. Refer SLD and technical specifications for the details

Main Incoming Panel (Commercial Zone)

Outdoor Type IP 55 double door Main DB with 1. 80A FP MCCB - 1 no. 2. 32A FP MCCB as outgoing- 8 nos. 3. MFM , RYB Indications etc. Refer SLD and technical specifications for the details

Main Power Distribution Panel (Commercial Zone)

Outdoor Type IP 55 double door Main DB with 1. 32A MCCB as incomer- 2 nos. with electo - mechanical interlocking 2. 16A FP MCB as outgoing - 6 nos. 3. MFM , RYB Indications etc. Refer SLD and technical specifications for the details

Main Incoming Panel (Ecological Zone)

Outdoor Type IP 55 double door Main DB with 1. 100A FP MCCB - 1 no. 2. 63A FP MCCB - 2 nos. 3. 32A FP MCCB as outgoing - 6nos. 4. MFM , RYB Indications etc. Refer SLD and technical specifications for the details

Main Power Distribution Panel (Ecological Zone)

Outdoor Type IP 55 double door Main DB with 1. 32A MCCB as incomer- 1 nos. & 80A MCCB as incomer - 1No. with electo - mechanical interlocking 2. 16A FP MCB as outgoing - 10 nos. 3. MFM , RYB Indications etc. Refer SLD and technical specifications for the details

Main Power Distribution Panel (Botanical Zone)

Outdoor Type IP 55 double door Main DB with 1. 32A MCCB as incomer- 2 nos with electo - mechanical interlocking 2. 16A FP MCB as outgoing - 6 nos. 3. MFM , RYB Indications etc. Refer SLD and technical specifications for the details

Main Incoming Panel (Ecopark & Cafeteria)

Outdoor Type IP 55 double door Main DB with 1. 32A FP MCCB - 1 no. 2. 16A FP MCCB as outgoing - 8 nos. 3. MFM , RYB Indications etc. Refer SLD and technical specifications for the details

Main Power Distribution Panel (Ecopark & Cafeteria)

Outdoor Type IP 55 double door Main DB with 1. 32A MCCB as incomer- 2 nos. with electo - mechanical interlocking 2. 16A FP MCB as outgoing - 6 nos. 3. MFM , RYB Indications etc. Refer SLD and technical specifications for the details

Outdoor Lighting Panel (Typical - 1)

Outdoor Type IP 55 double door Main DB with 1. 16A ,30mA FP RCBO as incomer- 1 nos. 2. 40A FP Contractor with 1 no of 24 Hr Astronomical time switch for street lighting. 3. 10A FP MCB as outgoing- 9 nos. 4. MFM, RYB indication, etc Refer SLD and technical specifications for the details.

Outdoor Lighting Panel (Typical - 2)

Outdoor Type IP 55 double door Main DB with 1. 16A ,30mA FP RCBO as incomer- 1 nos. 2. 40A FP Contractor with 1 no of 24 Hr Astronomical time switch for street lighting. 3. 10A FP MCB as outgoing- 6 nos. 4. MFM, RYB indication, etc Refer SLD and technical specifications for the details.

Supply, fabrication & erection, finishing, painting etc. The supports shall be painted with 2 coats of red oxide primer and 2 coats of epoxy paint. Type of structural items required, but not limited to, shall be ISMC 100, ISMC 75, ISA 50x50x6mm, ISA 65x65x6, ISA 40x40x3, MS plate 3/ 6/ 10mm or any other size as per requirement.

Supplying and fixing 63 A, 415 V, TPN IP67 Industrial type socket outlet, with 4 pole and earth, metal enclosed plug top alongwith 20 A, “C” curve, TP MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required.

Supplying including installation of socket outlet 6/16 Amps 3/5 pin combine shuttered complete , MODEL RANGE LEGRAND (MYRIUS), ANCHOR (VIOLA), MK (WRAPAROUND/ PLUS), ABB (CHEIRON), KOLORS (KREST), SCHNEIDER (VIVACE), CRABTREE including making necessary connection as per direction of the Engineer-in-charge.

SECTION IV - CABLING SYSTEM

Supply, testing, tagging, laying and commissioning following sizes of 1100 Volt grade, XLPE / PVC insulated multistrand Al. / Cu. Conductor armoured / unarmoured cables (As Per IS 1554 & IS 7098) in readymade RCC trench, in provided DWC pipe, RCC pipe hume pipe, on provided cable trays / ladders etc. as. required complete with clamps, hardware for fixing tagging, identification etc.

4C x 16 sq mm A2XFY armoured AL Cable

4Cx10 SQ.MM. Al 2XFY CABLE

4C x 4 Sq mm 2XFY armoured CU Cable

4C x 2.5 Sq.mm. 2XFY CU Cable.

4C x 1.5 Sq.mm. YY CU Cable.( Flexible )

Supply, Installation, Testing of End termination for above cables including supply of Brass heavy duty, double compression glands, Al/ Cu lugs, consumable like insulation adhesive tape etc. as required. as specified and as per direction of the Engineer-in-charge.

4C x 16 sq mm A2XFY armoured AL Cable

4Cx10 SQ.MM. Al 2XFY CABLE

4C x 4 Sq mm 2XFY armoured CU Cable

4C x 2.5 Sq.mm. 2XFY CU Cable.

4C x 1.5 Sq.mm. YY CU Cable.( Flexible )

Supply including fitting and fixing of outdoor cable 4 way Polycarbonate Junction Boxes IP 67 & IK08 halogen free and weather proof for outdoor installation Base with metric knock-outs and PUR gasket, screws for mounting plate/DIN-rail and cover with polyamide cover screws. including all accessories complete as specified and as per direction of the Engineer-in-charge.

Junction Box Size with 100x100x75 mm for Cable size 4Cx10sq.mm (main cable), 4Cx2.5 sq.mm & 4Cx4 Sq.mm (tap off cables) as in the above items. The junction box shall be suitable for outdoor application with minimum IP65 protection.

SUPPLY, INSTALLATION, TESTING & COMMISSSIONING (SITC) of Providing & laying approved make Double walled corrugated pipes (DWC) of polyethylene (conforming to IS 14930 II) with necessary connecting accessories of same material at required depth for laying of cable. below ground/ road surface for enclosing cable and back filling the same to make ground as per original.

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. All kind of soil

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. -All kinds of soil

SECTION V - EARTHING SYSTEM

SUPPLY, INSTALLATION, TESTING & COMMISSSIONING (SITC) of Earth conductor of the following sizes to be laid in ground / in cable trays, jointing by welding, connecting to equipments, painting to welded portion by black bitumen paint and with all necessary hardware. For outdoor areas excavation, backfilling and removal of excess soil etc.

25 x 3 mm GI Strip.(for Outdoor DB)

8 SWG GI wire

Supply, installation, testing and commissioning of EARTHING SYSTEM. The complete installation and materials shall be complied to enclosed technical specifications.

Supply, installation & testing of G.I. earth station with perforated 50 mm dia and 3.00 Metre long heady duty G.I. pipe with necessary 50 mm dia. G.I. Fittings such as Socket, Tee, elbow, nipple and 65 mmx50 mm G.I. reducing socket for funnel including locking arrangement 300 mmx300 mmx6 mm hinged cover C.I. earth plate complete with digging of earth pit, construction of brick chamber and plastering of both inner & outer surface of wall as specified and directed by the deptt . (Vendor has to ensure the all earthing shall be TSECL standards)

Woks for Environmetal Management

Implementation Staff

Payment towards salary for employed EHS Officer during Construction period

Pre Construction Phase

Periodic air quality monitoring during pre-construction stage at locations specified. The parameters to be monitored are SPM, RPM, SO2, NOx and CO, Lead. Each monitoring schedule shall be over a duration of 24 hours (in 8-hour shifts), once.

Surface Water quality monitoring during pre-construction phase at locations given. The sampling shall be carried out once and cover all parameters as per IS10500 including heavy metals.

Ground Water quality monitoring during pre-construction phase at locations given. The sampling shall be carried out onceand cover all parameters as per IS10500 including heavy metals.

Noise quality monitoring at specified areas. Each monitoring schedule shall be over a duration of 12 hours (6AM to 6PM), once. The monitoring shall be carried out in accordance with CPCB norms.

Construction Phase

Periodic air quality monitoring during construction stage at locations specified. The parameters to be monitored are SPM, RPM, SO2, NOx and CO, Lead. Each monitoring schedule shall be over a duration of 24 hours (in 8-hour shifts), once in quarter except for monsoon for 5 quarters for 18 months.

Surface Water quality monitoring during construction phase at locations given. The sampling shall be carried out once in quarter except for monsoon for 5 quarters for 18 months and cover all parameters as per IS10500 including heavy metals.

Ground Water quality monitoring during construction phase at locations given. The sampling shall be carried out once in quarter except for monsoon for 5 quarters for 18 months and cover all parameters as per IS10500 including heavy metals.

Noise quality monitoring at specified locations. Each monitoring schedule shall be over a duration of 12 hours (6AM to 6PM), once in quarter except for monsoon for 5 quarters for 18 months. The monitoring shall be carried out in accordance with CPCB norms.

Training / Capacity Building

Introduction and sensitization to environment issues.

EMP implementation.

Plans and Protocols.

Experiences and best practices sharing.

Contractors Orientation to Workers on EMP implementation (OHS, core labor laws, spoils management, etc.).

Civil Works under EMP

Regular water sprinkling (at least 2 times, 3hrs per day) per day at all construction sites for suppression of visible dust levels. Hire charges for water tanker. Note: This item is to be operated after the completion of earthwork to suppress the visible dust levels. Cost of watering during compaction of earthwork is deemed to be already covered under civil works. (Code No. 0130, Building Works PWD SoR 2017 PWD Basic Rate:Page-1)

Construction of shelters for workers.

Providing Water Supply Facility for the workers.

Provision of Portable Toilets for construction workers at workers' camp.

Provision of Portable Toilets for construction workers at construction site.

Providing Personal Protective Equipment to the labours during the construction phase of the project.

Waste bins for segregation of waste at Workers' camp.

Waste bins for segregation of waste at Construction site.

First Aid Boxes for the construction site.

First Aid Boxes for the Workers' camp.

Installation of a steel portatable barricade with horizontle rail 300 mm wide, 2.5 m in length fitted on a 'A' frame made with 45 x 45 x 5 angle iron section, 1.5 m in height, horizontle rail painted (2 coats) with yellow and white stripes, 150 mm width with an angle of 450, 'A' frame painted with 2 coats of yellow paint, complete as per IRC:SP:55-2001 (Sr. No. as per SDB 8.37 new, SOR 2017 for Roads & Bridge Works, Tripura, PWD (R&B)Page 56 of of 240)

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade shetting vide MoRT&H technical specification Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRT&H Technical Specification Clause 801. 800 mm x 600 mm rectangular Unit = Each Taking output = one traffic sign (Sr. No. 8.4 Ref. to MoRTH Spec. 801, MoRT&H Analysis, Tripura PWD Page 152 of 388)

Disposal of surplus earth, demolished old plaster, RCC waste, brick waste and other wastes/ rubbles into the Landfill site of Agartala Municipal Corporation (15 km from proposed MBB College project site) (Sl. No. 1.1.1 SOR 2017:PWD (Buildings), Tripura/ Mechanical Carriage. SH:01- Page:2)

Providing Silt fencing along lake edge for protection of MBB lake water body from siltation.

OPERATION & MAINTENANCE (O&M) FOR 05 (FIVE) YEARS

Operation & Maintenance for 1st year

Operation & Maintenance for Landscape works for 1st year

Operation & Maintenance for Sanitary, Plumbing & Irrigation works for1st year: i) Inspection, repairs and mechanical operation of: a) Irrigation System and b) pumps for fountain c) Regular operation of Sanitation and plumbing works such as flow control valves etc.

Operation & Maintenance for Pontoon Bridge works for 1st year

Operation & Maintenance for Electrical works for 1st year

1st Year Operation Phase - Environment Management Works

Periodic air quality monitoring during operation phase at major settlement areas along project road. The parameters to be monitored are SPM, RPM, SO2, NOx and CO, Lead. Each monitoring schedule shall be over a duration of 24 hours (in 8-hour shifts), once quarter except for monsoon for 6 quarters for 2 Years.

Surface Water quality monitoring during operation phase at locations given. The sampling shall be carried out once in quarter except for monsoon for 6 quarters for 2 years and cover all parameters as per IS10500 including heavy metals.

Ground Water quality monitoring during operation phase at locations given. The sampling shall be carried out once in quarter except for monsoon for 6 quarters for 2 years and cover all parameters as per IS10500 including heavy metals.

Noise quality monitoring at specified locations. Each monitoring schedule shall be over a duration of 12 hours (6AM to 6PM), once in quarter except for monsoon for 6 quarters for 2 Years). The monitoring shall be carried out in accordance with CPCB norms.

Operation & Maintenance for 2nd year

Operation & Maintenance for Landscape works for 2nd year

Operation & Maintenance for Sanitary, Plumbing & Irrigation works for 2nd year: i) Inspection, repairs and mechanical operation of: a) Irrigation System and b) pumps for fountain c) Regular operation of Sanitation and plumbing works such as flow control valves etc.

Operation & Maintenance for Pontoon Bridge works for 2nd year

Operation & Maintenance for Electrical works for 2nd year

Operation & Maintenance for 3rd year

Operation & Maintenance for Landscape works for 3rd year

Operation & Maintenance for Sanitary, Plumbing & Irrigation works for 3rd year: i) Inspection, repairs and mechanical operation of: a) Irrigation System and b) pumps for fountain c) Regular operation of Sanitation and plumbing works such as flow control valves etc.

Operation & Maintenance for Pontoon Bridge works for 3rd year

Operation & Maintenance for Electrical works for 3rd year

Maintenance for Civil works for 3rd year: Maintenance of all Civil works such as cleaning and polishing of Bamboo with varnishing, stone pavement and stone cladding including painting MS surfaces, steel structures and road surfaces with all associated tools, equipment/materials to the satisfaction of Engineer-in-charge

Operation & Maintenance for 4th year

Operation & Maintenance for Landscape works for 4th year

Operation & Maintenance for Sanitary, Plumbing & Irrigation works for 4th year: i) Inspection, repairs and mechanical operation of: a) Irrigation System and b) pumps for fountain c) Regular operation of Sanitation and plumbing works such as flow control valves etc.

Operation & Maintenance for Pontoon Bridge works for 4th year

Operation & Maintenance for Electrical works for 4th year

Operation & Maintenance for 5th year

Operation & Maintenance for Landscape works for 5th year

Operation & Maintenance for Sanitary, Plumbing & Irrigation works for 5th year: i) Inspection, repairs and mechanical operation of: a) Irrigation System and b) pumps for fountain c) Regular operation of Sanitation and plumbing works such as flow control valves etc.

Operation & Maintenance for Pontoon Bridge works for 5th year

Operation & Maintenance for Electrical works for 5th year

Maintenance for Civil works for 5th year: Maintenance of all Civil works such as cleaning and polishing of Bamboo with varnishing, stone pavement and stone cladding including painting MS surfaces, steel structures and road surfaces with all associated tools, equipment/materials to the satisfaction of Engineer-in-charge

Provisional Sums - Non-Competitive Price (Bidder should enter the basic rate equal to the amount indicated in the estimated rate of Provisional Sums)

Provisional Sums

H S OBEROI BUILDTECH PVT LTD