Sales : +91-777 804 8217
| Sl. No. | Item Description |
| 1 | LANDSCAPPING AND ALLIED WORKS(SL NO-01 TO 32) :-Clearing compound premises of shurbs, plants, jungles etc. by cutting and removing as directed (Specific permission of Engineer-in-Charge prior to execution will be necessary). (Payment to be made on area cleared) |
| 2 | Earth work in filling in compound, tank, low land,ditches etc. with good earth, in layers not exceeding 150 mm. including breaking clods and consolidating the same by ramming and dressing complete.(Payment will be made on profile measurement before and after the work)(ii) With carried earth arranged by the contractor within a radius exceeding 3 km. but not exceeding 5 km. including the cost of carried earth. |
| 3 | Supplying and stacking of good earth (adequate for horticulturework)at site including royalty (earth measured in stack will be reduced by 20% for payment) |
| 4 | Supplying and stacking sludge (adequate for Horticulture work)at site in dry cake form from approved disposal work site including royalty, all lead and lift etc. (Sludge measured in stack will be reduced by 8%). |
| 5 | Spreading of sludge, dump manure,/farm yard manure/animel dungmanure and good earth in required thickness. This includes supply of labour, tools & plants excluding materials. |
| 6 | Supplying and fixing grasses tiles of grass Maxican Carpet/Selection No.1Healthy & fresh grasses (size1\"x1\"or bigger) including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for mowing including supplying good earth as required by Engineer-in-charge. (Rate includes supply of labour, tools & plants including materials) |
| 7 | Preparation of beds for hedging and shrubbery by excavating 60cm deep and trenching the excavated base to a further depth of 30cm, 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, levelling etc., including stacking and disposal of materials declared un serviceable and surplus earth by spreading and levelling as directed,withina leadof 50 m lift upto1.5m complete. This includes supply of labour, tools & plants including materials. Planting hedge plants in two rows at 30cm apart |
| 8 | Plantingof trees (Avenueplants) in0.60 m dia hole a, 1m deepdug in the ground,mixing the soil with decayed farm yard/sludge manure.This includes supply of labour, tools & plants including materials but excluding cost of tree. |
| 9 | Supplying and Planting of different plant / trees(Supplying well grown plants bushy and healthy, minimum height as specified i.e. exposed height including all leads & lift, carriage, handling, manuring, applying presticide and fertilizer etc. |
| 10 | SupplyingandPlantingofdifferentplant / trees(Supplying well grown plants bushy andhealthy, minimum height as specified i.e. exposed height including all leads & lift, carriage, handling, manuring, applying presticide and fertilizer etc. |
| 11 | SupplyingandPlantingofdifferentplant / trees(Supplying well grown plants bushy andhealthy, minimumheight as specified i.e. exposed height including all leads & lift, carriage, handling, manuring, applying presticide and fertilizer etc.viii) China palm of leaves 4-5 in earthen pots size 25cm |
| 12 | Supplying and Planting of different plant / trees (Supplying well grown plants bushy and healthy, minimum height as specified i.e. exposed height including all leads & lift, carriage, handling, manuring, applying presticide and fertilizer etc.xv) Acalypha species (Red/Green) of height 30cm-90cm in earthen pots of size 20 cm. |
| 13 | Supplying and Planting of differentplant /trees (Supplying well grown plants bushy andhealthy, minimumheight as specified i.e. exposed height including all leads & lift,carriage, handling, manuring, applying presticide and fertilizer etc. xix) Bougainvillea (name variety, bushy plants, full bloom) of height 90cm-60cm in cement pots of size 30cm. |
| 14 | Supplying and Planting of differentplant /trees (Supplying well grown plants bushy andhealthy, minimumheight as specified i.e. exposed height including all leads & lift,carriage, handling, manuring, applying presticide and fertilizer etc.xx) Croton (broad leaves) 3-5 branches of height 90cm120cm in cement pots of size 30cm. |
| 15 | Supplying and Planting of differentplant /trees (Supplying well grown plants bushy andhealthy, minimumheight as specified i.e. exposed height including all leads & lift,carriage, handling, manuring, applying presticide and fertilizer etc.xxv) Hibiscus Variegated of height 60 cm to 75 cm in earthen pots of size 25 cm. |
| 16 | Supplying and Planting of differentplant /trees (Supplying well grown plants bushy andhealthy, minimumheight as specified i.e. exposed height including all leads & lift,carriage, handling, manuring, applying presticide and fertilizer etc. xxvii) Areca Palm 4 - 5 suckers of height 120 cm to 135 cm in earthen pots of size 25 cm. |
| 17 | Supplying and Planting of differentplant /trees (Supplying well grown plants bushy andhealthy, minimumheight as specified i.e. exposed height including all leads & lift,carriage, handling, manuring, applying presticide and fertilizer etc. xxviii) Dracaena (Mahatma) of height 30 cm to 90 cm in earthen pots of size 20 cm. |
| 18 | Cleaning and removing conservancy garbage mixed with rubbish & other filthy materials from the road side flank, drainandcompound including cutting, loading, unloading to and from truck or cart by Mathor labour & removing the same to any distance. |
| 19 | Earth work in excavation of foundation trenches of drains in all sorts of soils including mixed soils but excluding laterite or sandstone including removing spreading or stacking the spoils within a lead of 75 m as directed. The item includes necessary trimming the sides of trenches, leveling, dressing and ramming the bottom bailing out water as required complete.a) Depth of excavation not exceeding 1500 mm |
| 20 | Hire & labour charges for shuttering with centering and necessary upto 4 m unsing approved stout props. And thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting fixing and striking out after completion of works. (upto roof of ground floor).When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht. shall be allowed under 12 (e) for every 4 m or part thereof) f) 25 mm to 30 mm shuttering without staging in foundation |
| 21 | a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-in-Charge |
| 22 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20mm nominal size)excluding shuttering and reinforcement,ifany, in ground floor as per relevant IS codes.(b) River bazree |
| 23 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] (ii) With 1:4 cement mortar.a) 20 mm thick plaster |
| 24 | Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer\"s specification and as per direction of the EIC.(b) Two Coats.In Ground Floor: |
| 25 | Protective and Decorative Textured exterior high class matt finish paint of approved quality, composed of special Tharmoplastic Resin containing fine crystalline additives derive from Granite as per manufacturer\"s specification and as per direction of EIC to be applied over acrylic primer as required. The rate includes cost of material,labour, scaffolding and all incidental charges but excluding the cost of primer.(b) Two Coats.In Ground Floor: |
| 26 | (b)50mm thick interlocking designer concrete paver block M30 grade for non-traffic zone,buiding premises,garden,parks,domestic drive as per IS: 15658 2006(over20-30mm medium sand bed on 200 mm thk bound gnaular/granular base course including cost of sand for sand bed but excluding cost of base course & subgrade preparation.)(ii) Coloured Decorative |
| 27 | Supplying & laying 20 mm designer chequered tiles of any shade and of approved quality as per IS:1237:1980 laidin patternsasdirectedinpavement, foot path including necessary underlay 25 mM thick average cement mortar (1:3)complete in all respect with all labour and materials [using cement [email protected]/Sq.mat back side of tiles.Cement of mortar & slurry will be supplied by the Department.Border concrete if necessary to be paid separately]. |
| 28 | Supplying, fitting and Installation of Boats with necessary safety equipments |
| 29 | Supplying, fitting and Installation of vehicles for children |
| 30 | Supplying and Installation of Dustbins |
| 31 | Supplying and Installation of Sculptures |
| 32 | Supplying, fitting and fixing of Benches |
| 33 | CONSTRUCTION OF TICKET COUNTERS (2 NOS.)(SL NO-33 TO 70):-Surface Dressing of the ground in any kind of soil including removing vegetation inequalities notexceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed. |
| 34 | Earth work in excavation of foundation trenches of drains in all sorts of soils including mixed soils but excluding laterite or sandstone including removing spreading or stacking the spoils within a lead of 75 m as directed. The item includes necessary trimming the sides of trenches, leveling, dressing and ramming the bottom bailing out water as required complete. |
| 35 | Earth work in filling in foundation trenches or plinth with good earth in layers not exceeding 150 mm including watering and ramming etc layer by layer complete (Payment to be made on the basis of measurement of finihed quantity of work) |
| 36 | Earth work in filling in compound, tank, low land, ditches etc. with good earth, in layers not exceeding 150 mm. including breaking clods and consolidating the same by ramming and dressing complete. (Payment will be made on profile measurement before and after the work)(ii) With carried earth arranged by the contractor within a radius exceeding 3 km. but not exceeding 5km. including the cost of carried earth. |
| 37 | (A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)(B) Do - by fine sand |
| 38 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 39 | (II) Cement concrete with 30 mm down graded shingles excluding shuttering.N.B. Variety (a) 1:3:6 proportion |
| 40 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes (ii) River Bazree |
| 41 | Hire & labour charges for shuttering with centering and necessary upto 4 m unsing approved stout props. And thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting fixing and striking out after completion of works. (upto roof of ground floor)When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht. shall be allowed under 12 (e) for every 4 m or part thereof) f) 25 mm to 30 mm shuttering without staging in foundation |
| 42 | a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-in-Charge |
| 43 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc including supply of rods, initial straightening and removal of loose rust ( if necessary ), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every inter-section, complete as per drawing and direction. i) Tor steel/Mild steel I. SAIL/ TATA/RINL |
| 44 | Brick work with 1st class bricks in cement mortar (1:4) |
| 45 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. |
| 46 | Wood work in door and window frame fitted and fixed in position complete including a protective coat of painting at the contact surface of the frame exluding cost of concrete, Iron Butt Hinges and M.S clamps. (The quantum should be correted upto three decimals). |
| 47 | Panel shutters of door and window, as per design (each panel consisting of single plank without joint), including fitting and fixing the same in position but excluding the cost of hinge and other fittings. In ground floor. (In case of non-supply of single plank, penal rate of reduction of 20% will be made)(iii) 35mm thick shutters with 19mm thick panel of size 30 to 45 cm. (b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak. |
| 48 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m. |
| 49 | (a) M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in groundfloor.(Add extra @ 1% for each addl. floor upto 4th floor and @ 1.25% for each addl. floor above 4th floor) |
| 50 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] 20 mm thick |
| 51 | 15 mm thick |
| 52 | Applying Interior grade Acrylic Primer of approved quality and brand on plastered or cencrete surface old or new surface to receive Distemper/ Acrylic emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer\"s specification and as per direction of the EIC. (In Ground Floor) |
| 53 | Applying Acrylic Emulsion Paint of approved make and brand on walls and ceiling including sand papering in intermediate coats including putty (to be done under specific instruction of Superintending Engineer) :(Two coats) |
| 54 | Rendering the Surface of walls and ceiling with White Cement base WATER PROOF wall putty of approved make & brand.(1.5 mm thick) |
| 55 | (b) Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. |
| 56 | (a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. |
| 57 | (A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :(a) On timber or plastered surface With super gloss (hi-gloss) (iv) Two coats (with any shade except white) |
| 58 | (b) On steel or other metal surface : With super gloss (hi-gloss) (iv) Two coats (with any shade except white) |
| 59 | Supplying fitting and fixing MS clamps for door and window frame made of flat bent bar, end bifrucated with necessary screws etc. by cement concrete (1:2:4) as per direction(Cost of concrete will be paid separately)(a) 40mm X 6mm, 250mm Length |
| 60 | Iron Butt hinges of approved quality fitted and fixed with steel screws, with ISI mark . vii)100 mm x 58mm x 1.9 mm each |
| 61 | Anodised aliminium D-type handle of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 230/72) fitted and fixed complete:(a) With continuous plate base (Hexagonal/ Round rod)vi) 150mm grip x 10 mm dia rod |
| 62 | Anodised aluminium barrel / tower / socket bolt (full covered) of approved manufactured from extruded section conforming to I.S. 204/74 fitted and fixed with cadmium plated screws:d) 150 mm long x 10 mm dia bolt. |
| 63 | Iron hasp bolt of approved quality fitted and fixed complete (galvanised) with 16mm dia rod with central bolt and round fittings.b) 250mm long. |
| 64 | Supplying,fitting & fixing of 2-Track / 3-Track Aluminium sliding Window of all Aluminium sections viz.window frame (top, bottom & side frame), shutter (top, bottom, side & interlock member) made of aluminium alloy extrusions conforming to IS733-1983 & IS1285-1975, annodised conforming to IS1868-1983, fitted with all other accessories viz.PV roller, EPDM gasket,maruti lock, screws etc. including labour charges for fitting & fixing of aluminium 2-track/3-track sliding window with fixing of glass (excluding cost of glass) all complete as per architectural drawings and direction of Engineer-in-charge. 10-12 Micron thickness Annodizing film Natural white For2 Track window: Members for Bottom frame @0.875 Kg per Mtr. and for Top and Side [email protected] Kg per Mtr.and for shutter Bottom and Top member @0.472 Kg per Mtr.,Style side member @0.493Kg per Mtr. and Interlock member @ 0.612 Kg per Mtr. For3 Track window: Members for Bottom frame @1.233 Kg per Mtr.and forTop and Side [email protected] Kg per Mtr.and for shutter Bottom and Top [email protected] per Mtr.,Styleside member @0.493 Kg per Mtr. and Interlock member @ 0.612 Kg per Mtr. [Note:for estimate purpose construction wing may consider weight of 2 track Aluminium window @5.5Kg per Sq.M.and 3-track Aluminium window @ 6.5 Kg per Sq.M] For 2-Track window: |
| 65 | Supplying bubble free float glass of approved make and brand conforming to IS: 2835-1987. vi) 6mm thick coloured / tinted / smoke glass. For 2-Track window: |
| 66 | Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 nos. of key stones (10mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc.(B) Wall.(a) Area of each tile upto 0.09 Sq.m ,(i) Coloured decorative |
| 67 | Supplying, fitting and fixing Marble Slab/tile of 15 to 18 mm thickness in floor, lobby, stair, landing & treads etc. over 20 mm (av.) thck base of Cement mortar (1:2) laid with white cement slurry @ 4.4 kg/Sq.m before placing marble & jointed with white cement slurry @ 2.0 kg/Sq.m with necessary pigments including grinding and Granite polishing as per direction of Engineering -in -Charge in Ground Floor. {White cement and Pigment to be supplied by the Agency](a) With Makrana plain pink / Adranga Pink / Garbh Gulabi/ Udaypur pink / Udaypur Green / Black Bhaslana. (ii) Area of each Slab/tile exceeding 0.3 sq.m. but not exceeding 0.6 sq.m. |
| 68 | M.S. structural works in roof trusses with tubular sections conforming to IS: 806-1968 & IS: 1161- 1998 cnnected to one another with bracket, gusset cleats as per design, direction of Engineer-in-charge complete including cutting to requisite size, fabrication with necessary metal arc welding conforming to IS: 816-1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour reqired for the work including all incidental chages such as electricity charges, labour insurance charges etc. Payment to be made on the basis of calculated weight of structural tubular memebrs as specified in relevent IS code in finished work.Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a height of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof. |
| 69 | Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yield strength of 550 Mpa of trapizoidal profile of approved make(excluding the supporting frame work) fitted and fixed with 55 mm & 25 mm self tapping screw, EPDM Washer 16 mm dia & 3 mm th. washer etc. complete with 150 mm end lap and one corrugation minimum side lap. (Payment to be made on area of finished work). |
| 70 | Supplying fitting approved type ventilator in position after cutting holes in walls setting in cement mortar mending damages to wall and plaster and two coats of paint of approved brand of any shade. Payment of mending good damages of wall & plaster and painting to be made separately. (b) R.C.C ventilator of 20 mm. thick.(ii) Above 0.10 sq.m. area |
| 71 | Providing False Ceiling made with frame work of steel tube of 40mm x 20mm of not less than18 gauge, the long and cross section will be welded with each other 1000 mm to 1200 mm apart the entire frame work will be fixed in wall using rawlplug or gutties or screws etc. and suspended from ceiling with M.S flat 19mmx3mm as necessary,the entire frame will be painted with red oxide. PRINTED LAMINATED P.V.C Section 150mm x 12mm x 1.00mm (+/-0.01mm) of approved quality and colour will be fixed on the frame so that the entire frame work will not be visible from below P.V.C Section will be fixed with the frame with the help of selftapping steel screws including all materials and labour charges including fitting,fixing the same and hoisting including mending the damages in all respect and cost of paintas required as per direction of Engineer in-Charge .In ground floor. |
| 72 | ESTIMATED AMOUNT FOR CONSTRUCTION OF TICKET COUNTERS (For 2 nd one) |
| 73 | CONSTRUCTION OF SHED AND ALLIED WORKS :- (SL NO-71 TO 83):-Earth work in excavation of foundation trenches of drains in all sorts of soils including mixed soils but excluding laterite or sandstone including removing spreading or stacking the spoils within a lead of 75 m as directed. The item includes necessary trimming the sides of trenches, leveling, dressing and ramming the bottom bailing out water as required complete. |
| 74 | Earth work in filling in foundation trenches or plinth with good earth in layers not exceeding 150 mm including watering and ramming etc layer by layer complete (Payment to be made on the basis of measurement of finihed quantity of work) |
| 75 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 76 | (II) Cement concrete with 30 mm down graded shingles excluding shuttering. N.B. Variety (a) 1:3:6 proportion |
| 77 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes (ii) River Bazree |
| 78 | Hire & labour charges for shuttering with centering and necessary upto 4 m unsing approved stout props. And thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting fixing and striking out after completion of works. (upto roof of ground floor). f) 25 mm to 30 mm shuttering without staging in foundation |
| 79 | a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-in-Charge |
| 80 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc including supply of rods, initial straightening and removal of loose rust ( if necessary ), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every inter-section, complete as per drawing and direction. i) Tor steel/Mild steel I. SAIL/ TATA/RINL |
| 81 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] |
| 82 | M.S. structural works in roof trusses with tubular sections conforming to IS: 806-1968 & IS: 1161- 1998 cnnected to one another with bracket, gusset cleats as per design, direction of Engineer-in-charge complete including cutting to requisite size, fabrication with necessary metal arc welding conforming to IS: 816-1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete.The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour reqired for the work including all incidental chages such as electricity charges, labour insurance charges etc.Payment to be made on the basis of calculated weight of structural tubular memebrs as specified in relevent IS code in finished work.Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a height of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof. |
| 83 | Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yield strength of 550 Mpa of trapizoidal profile of approved make(excluding the supporting frame work) fitted and fixed with 55 mm & 25 mm self tapping screw, EPDM Washer 16 mm dia & 3 mm th. washer etc. complete with 150 mm end lap and one corrugation minimum side lap. (Payment to be made on area of finished work). |
| 84 | Providing False Ceiling made with frame work of steel tube of 40mm x20mm of not less than18 gauge,the long and crosssection will be welded with each other 1000 mm to 1200 mm apart the entire frame work will be fixed in wall using rawl plug or gutties or screws etc. and suspended from ceiling with M.S flat 19 mm x 3 mm as necessary,the entire frame will be painted with red oxide. PRINTED LAMINATEDP.V.C Section 150mmx12mmx1.00mm (+/-0.01mm) of approved quality and colour will be fixed on the frame so that the entire frame work will not be visible from belowP.V.C Section will be fixed with the frame with the help of self tapping steel screws includingallmaterialsandlabour charges including fitting,fixing the same andhoisting includingmending the damagesinallrespectandcostofpaintasrequiredasperdirectionofEngineer in-Charge .In ground floor.. |
| 85 | Supplying, fitting and fixing Stainless Steel railing consist of 38mm dia and 900mm height vertical balustrade at every two alternative steps, 50mm dia top rail, 3 (three) nos 19mm dia horizontal Strainless steel pipe and base/cover plate with Strainless Steel GRADE 304 containing 7.5% nickle (Interior Grade) Brushed/Mat finish, complete as per direction of the Engineer-in-charge.Weight of Strainless Steel railing per metre 6.5 Kg (approx) |
| 86 | CONSTRUCTION OF MAIN ENTRANCE GATE(SL NO-84 TO 83):-Dismantling R.C. floor,roof,beams etc. Including cutting rods and removing rubbish as directed within a lead of 75m. Including stacking of steel bars. |
| 87 | Surface Dressing of the ground in any kind of soil including removing vegetation inequalities notexceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed. |
| 88 | Earth work in excavation of foundation trenches of drains in all sorts of soils including mixed soils but excluding laterite or sandstone including removing spreading or stacking the spoils within a lead of 75 m as directed. The item includes necessary trimming the sides of trenches, leveling, dressing and ramming the bottom bailing out water as required complete. |
| 89 | (b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring. |
| 90 | Earth work in filling in foundation trenches or plinth with good earth in layers not exceeding 150 mm including watering and ramming etc layer by layer complete (Payment to be made on the basis of measurement of finihed quantity of work) |
| 91 | Earth work in filling in compound, tank, low land,ditches etc. with good earth, in layers not exceeding 150 mm. including breaking clods and consolidating the same by ramming and dressing complete.(Payment will be made on profile measurement before and after the work)(ii) With carried earth arranged by the contractor within a radius exceeding 3 km. but not exceeding 5km. including the cost of carried earth. |
| 92 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 93 | (II) Cement concrete with 30 mm down graded shingles excluding shuttering. N.B. Variety (a) 1:3:6 proportion |
| 94 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes (ii) River Bazree |
| 95 | Hire & labour charges for shuttering with centering and necessary upto 4 m unsing approved stout props. And thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting fixing and striking out after completion of works. (upto roof of ground floor) f) 25 mm to 30 mm shuttering without staging in foundation |
| 96 | a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-in-Charge |
| 97 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc including supply of rods, initial straightening and removal of loose rust ( if necessary ), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every inter-section, complete as per drawing and direction. i) Tor steel/Mild steel I. SAIL/ TATA/RINL |
| 98 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m. |
| 99 | (a) M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in groundfloor.(Add extra @ 1% for each addl. floor upto 4th floor and @ 1.25% for each addl. floor above 4th floor)(ii) Grill weighing above 16 Kg./sq.mtr and above |
| 100 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] |
| 101 | Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer\"s specification and as per direction of the EIC. |
| 102 | Protective and Decorative Textured exterior high class matt finish paint of approved quality, composed of special Tharmoplastic Resin containing fine crystalline additives derive from Granite as per manufacturer\"s specification and as per direction of EIC to be applied over acrylic primer as required. The rate includes cost of material,labour, scaffolding and all incidental charges but excluding the cost of primer. |
| 103 | Rendering the Surface of walls and ceiling with White Cement base WATER PROOF wall putty of approved make & brand.(1.5 mm thick) |
| 104 | (a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. |
| 105 | (A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :(b) On steel or other metal surface : With super gloss (hi-gloss) (iv) Two coats (with any shade except white) |
| 106 | Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 nos. of key stones (10mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc.(B) WallWith Sand Cement Mortar (1:3) 15 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m. |
| 107 | M.S. structural works in roof trusses with tubular sections conforming to IS: 806-1968 & IS: 1161- 1998 cnnected to one another with bracket, gusset cleats as per design, direction of Engineer-in-charge complete including cutting to requisite size, fabrication with necessary metal arc welding conforming to IS: 816-1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete.The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour reqired for the work including all incidental chages such as electricity charges, labour insurance charges etc.Payment to be made on the basis of calculated weight of structural tubular memebrs as specified in relevent IS code in finished work.Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a height of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof. |
| 108 | Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yield strength of 550 Mpa of trapizoidal profile of approved make(excluding the supporting frame work) fitted and fixed with 55 mm & 25 mm self tapping screw, EPDM Washer 16 mm dia & 3 mm th. washer etc. complete with 150 mm end lap and one corrugation minimum side lap. (Payment to be made on area of finished work). |
| 109 | Providing False Ceiling made with frame work of steel tube of 40mm x 20mm of not less than18 gauge, the long and cross section will be welded with each other 1000 mm to 1200 mm apart the entire frame work will be fixed in wall using rawlplug or gutties or screws etc. and suspended from ceiling with M.S flat 19mmx3mm as necessary,the entire frame will be painted with red oxide. PRINTED LAMINATED P.V.C Section 150mm x 12mm x 1.00mm (+/-0.01mm) of approved quality and colour will be fixed on the frame so that the entire frame work will not be visible from below P.V.C Section will be fixed with the frame with the help of selftapping steel screws including all materials and labour charges including fitting,fixing the same and hoisting including mending the damages in all respect and cost of paintas required as per direction of Engineer in-Charge .In ground floor. |
| 110 | Supplying, fitting, fixing in position Single Block letters as per direction of Engineer-in-Charge |
| 111 | CONSTRUCTION OF BOUNDARY WALL INCLUDING SECONDARY GATES(2 NOS.):-Surface Dressing of the ground in any kind of soil including removing vegetation inequalities notexceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed. |
| 112 | Earth work in excavation of foundation trenches of drains in all sorts of soils including mixed soils but excluding laterite or sandstone including removing spreading or stacking the spoils within a lead of 75 m as directed. The item includes necessary trimming the sides of trenches, leveling, dressing and ramming the bottom bailing out water as required complete. |
| 113 | Earth work in filling in foundation trenches or plinth with good earth in layers not exceeding 150 mm including watering and ramming etc layer by layer complete (Payment to be made on the basis of measurement of finihed quantity of work) |
| 114 | Earth work in filling in compound, tank, low land,ditches etc. with good earth, in layers not exceeding 150 mm. including breaking clods and consolidating the same by ramming and dressing complete. (Payment will be made on profile measurement before and after the work)(ii) With carried earth arranged by the contractor within a radius exceeding 3 km. but not exceeding 5km. including the cost of carried earth. |
| 115 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 116 | (II) Cement concrete with 30 mm down graded shingles excluding shuttering. N.B. Variety (a) 1:3:6 proportion |
| 117 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes (ii) River Bazree |
| 118 | Hire & labour charges for shuttering with centering and necessary upto 4 m unsing approved stout props. And thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting fixing and striking out after completion of works. (upto roof of ground floor) |
| 119 | f) 25 mm to 30 mm shuttering without staging in foundation |
| 120 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc including supply of rods, initial straightening and removal of loose rust ( if necessary ), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every inter-section, complete as per drawing and direction.i) Tor steel/Mild steel I. SAIL/ TATA/RINL |
| 121 | Brick work with 1st class bricks in cement mortar (1:4) (a) In foundation and plinth |
| 122 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m. |
| 123 | (a) M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in groundfloor.(Add extra @ 1% for each addl. floor upto 4th floor and @ 1.25% for each addl. floor above 4th floor)(ii) Grill weighing above 16 Kg./sq.mtr and above |
| 124 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] (ii) With 1:4 cement mortar.a) 20 mm thick plaster |
| 125 | (a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. |
| 126 | (A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :(b) On steel or other metal surface : With super gloss (hi-gloss) (iv) Two coats (with any shade except white) |
| 127 | Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 nos. of key stones (10mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc.(B) WallWith Sand Cement Mortar (1:3) 15 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m.(a) Area of each tile upto 0.09 Sq.m |
| 128 | M.S. structural works in roof trusses with tubular sections conforming to IS: 806-1968 & IS: 1161- 1998 cnnected to one another with bracket, gusset cleats as per design, direction of Engineer-in-charge complete including cutting to requisite size, fabrication with necessary metal arc welding conforming to IS: 816-1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete.The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour reqired for the work including all incidental chages such as electricity charges, labour insurance charges etc.Payment to be made on the basis of calculated weight of structural tubular memebrs as specified in relevent IS code in finished work.Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a height of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof. |
| 129 | Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yield strength of 550 Mpa of trapizoidal profile of approved make (excluding the supporting frame work) fitted and fixed with 55 mm & 25 mm self tapping screw, EPDM Washer 16 mm dia & 3 mm th. washer etc. complete with 150 mm end lap and one corrugation minimum side lap. (Payment to be made on area of finished work). |
| 130 | Add ELECTRICAL WORKS |
| 131 | Add GST @ 18.00 % |
| 132 | Add Cess @ 1% Please Enable Macros to View BoQ information |
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