|
| 1 | Dismantle all types of plain cement concrete works up to 150 mm thick stacking serviceable Materials at site andremoving rubbish as directed within a lead of 75 Metre in ground floor including roof. |
| 2 | Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel bars in ground floor including roof. |
| 3 | Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.a) In ground floor including roof. |
| 4 | Cutting out asphaltum road and restoring the same with spoils including guarding and barricading. |
| 5 | Stripping off worn out plaster and raking out joints of walls, celings etc. upto any height and in any floor including removing rubbish within a lead of 75m as directed |
| 6 | Earth work in excavation of the foundation tranches or drains in all sorts of soil (including mixed soil but excluding laterite or sand stone) including removing spreading or stacking the spoils within a lead of 75Mtr as directed. The Item including necessary trimming the sides of tranches, levelling, dressing and ramming the bottom, bailing out water etc. as required complete. Depth of excavation not exceeding 1500 mm. |
| 7 | Earth work in filling in foundation trenches or plinth with good earth obtained from excavation of foundation in layers not exceeding 150mm including watering and ramming etc. layer by layer complete. (Payment to be Made on the basis of the Measurement of finish quality of work). |
| 8 | Provide and lay Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand |
| 9 | Filling in foundation or plinth by fine 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) |
| 10 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in gound floor as per relevant IS codes.Pakur Variety |
| 11 | Supplying ready mixed concrete of M 15 Grade with well graded stone chips of 20 mm nominal size containing designed quantity of cement per Cu.m of wet concrete produced in computerised batching plant under controlled condition using approved super plastisizer, designing concrete mix following I.S. 10262 and I.S. 456, transporting the mix with agitation in transit mixer to work site depositing the mix on a platform erected for the purpose at required levels of concreting and then placing the mix in its final location of form work, compacting and curing the same complete as per specification & direction of the Engineer-in-charge including computerised batching plant transit mixer with all accessories vibrators etc. inclusive of all other incidental charges in this connection complete but excluding cost of hire charge of platform and its supporting staging which would be paid through separate item. [Cement to be supplied by the Manufacturer or supplier] |
| 12 | 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.Pakur Variety |
| 13 | Supply ready mixed concrete of M25 Grade with well graded stone chips of 20 mm nominal size containing designed quantity of cement per Cu.M of wet concrete produced in computerised batching plant under controlled condition using approved super plastisizer, designing concrete mix following I.S 10262 and I.S 456, transporting the mix with agitation in transit mixer to work site depositing the mix on a platform erected for the purpose at required levels of concreting and then placing the mix in its final location of from work compacting and curing the same complete as per specification & direction of the Engineer -in- charge including computerised batching plant transit mixer with all accessories vibrators etc. inclusive of all other incidental charges in this connection complete but excluding cost of hire charge of platform and its supporting staging which would be paid through separate item. [ cemnet to be supplied by the Manufacturer/ supplier] Without approved concrete pump. |
| 14 | Provide Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc 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 intersection, complete as per drawing and direction. For works in foundation and upto roof of ground floor/upto 4 mTor steel/Mild steel. JSW/JSPL/SHYAM/ SRMB/BMASL /ELECROSTEEL /SSL |
| 15 | M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sectionsconforming to IS:226, IS:808 & SP(6)-1964 connected to one anothe rwith bracket, gussets, cleats as per design, direction of Engineer-in charge complete including cutting to requisite shape and length, fabrication wth necessary bolting,metal arc welding conforming to IS:816-1969&IS:1995 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 required for thework including all incidental chages such as electricity charges, labour insurance charges etc. Payment to be made on thebasis of calculated weight of structural members only in finished work as per IS specified weight. Payment for gusset, bracket, cleat, rivets, bolts and nuts may be make by adding the actual weight of such items with the weight of finished structura lmembers or 7% of weight for finished structural members weighing not less than 22.5Kg. /m. or 15% of weight for finishedstructal members weighing less than 22.5Kg. /m. may be increased allow for bracket, cleat, rivet, bolts and nuts etc. and no seperate payment being made for these items, as per direction of Engineer In Charge. The rates are considered for a height of erection 8m. /2ndfloor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initial 8m. or part thereof. II)For Structural Works in Roof Trusses etc. using joists, channels and angles of specified section weighing less than 22.5 kg/ m |
| 16 | Hire and labour charges for the shuttering with centering and necessary staging up to 4Mtr using approved stout props and 25 mm to 30 mm thick hard wood planked with required bracing for concrete slabs beams, columns, lintels curved or straight including fittings, fixing and striking out after completion of the works (up to roof of ground floor) as per the direction of Engineer–In– Charge. 25 mm to 30 mm shuttering without staging in foundation |
| 17 | Provide and lay bricks work with 1st class bricks in cement morter (1:6). In foundation and plinth |
| 18 | Provide and lay plaster to wall, floor, and ceiling with sand & cement morter (6:1) including rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface by chipping, etc., including throating, nosing and drip course where necessary in ground floor.[Excluding cost of chipping over concrete surface]20 mm. thick plaster. |
| 19 | Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal /Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge |
| 20 | Hire charges ofEarth movers / Excavator -cum -loader for 8 hours. including one no operator , one no. helper ,fuel etc. The rate inclusive of all expenses etc complete. |
| 21 | Provide and lay Neat cement punning about 1.5mm thick in wall,dado,window sill,floor etc.Note: cement 0.152 Per Cum per 100 sq. Mtr. |
| 22 | Supplying, fitting fixing regulatory/symbol/ Road Sign/ Direction Boardsign with Vinylsticker of approved quality for lettering/figuringdirection, arrow, symbol etc. pasted on 4 mm thick plastic board having necessaryholes atat all corners and edgesfixingwith necessary bolting etc. with the exiting steel /other structures as per direction. The rate includes cost of Vinyl sticker, plastic Board , lettering/figuring etc. Fitting, fixing, hoisting & placing in position on steel frame work with necessary bolting and Transport chargescomplete as per approved drawing etc. & direction of Engineer-in-Charge but excluding the cost of required steel frame. |
| 23 | Preparation and consolidation of sub-grade with power road roller of 8 – 12 tonne capacity after cutting exiting road uptorequired depth, dressing to camber and consolidation with road roller including making goodthe undulation etc and rerolling the sub-grade and disposal of surplus earth with lead upto50 meters. |
| 24 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches |
| 25 | 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.In Ground Floor:(a) One Coat |
| 26 | Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer\"s specification and as per direction of Engineer-in-Charge 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.In Ground floor (Two Coat)b) Premium 100% Acrylic Emulsion |
| 27 | Protective and Decorative Acrylic exterior emulsion paint of approvedquality, as per manufacturer\"s specification and as per direction ofEngineer-in-Charge to be applied over acrylic primer as required.The rate includes cost of material, labour, scaffolding and all incidentalcharges but excluding the cost ofprimer |
| 28 | Provide and paint with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approvedputty etc. on the surface, if necessary:On steel or other metal surface with high gloss of approved quality.Two coats (with any shade except white) on steel surface |
| 29 | Supply and Laying in the specified Pattern of interlocking concrete Block Pavement (ICBP) with concrete blocks (with Concrete grade as specified as per Table 1 of IS 15658:2006) manufactured from BIS licensee manufacturer, with spacer nib (Small protruding profiles on the vertical face of a paver block used as device for keeping minimum joint gap in between the paving blocks, as per CI. NO 3.26 of IS 15658) and of specified size and shape with aspect ratio (the ratio of length to thickness of a paver block , as per Cl.No.3.3 of IS 15658) as per table 2 of IS 15658 with flexural strength /breaking load as per Annexure G of IS :15658, on the prepared base mentioned in design and drawing with a cushion of compacted bedding sand of 25-35 mm thick (grading of bedding sand as per clause 6.5.1 of IRC SP-63) and filling up the gaps in between pver block with joint filling sand (the grading of the joint filling sand will be as per clause 6.5.2 of IRC SP 63) and completing of edges with cut block as pre Cl.No. 8.7 of IRC SP-63(2018) with proper confinement of bedding and joint filling sand, compaction, levelling and filling up of the edge gap.60mm thick.Coloured Decorative |
| 30 | Supplying and laying in the specifed pattern of interlocking Concrete Block (ICBP) with concrete block…with proper confinement of bedding, and joint filling sand, compacting, leveling and filling up of the edge gap. 80 mm. thick Coloured Decorative. |
| 31 | Provide and laying reinforced cement concretepipe NP4 with spigot socket for drainage system on proper bedding including fixing with cement morter 1:2 as per Technical specfication clause 11.06 for Rural Roads of MORD . 450 mm dia. |
| 32 | Providing and laying reinforced cement concrete pipe NP4 with spigot socket for culverts on first class bedding of granular material in double row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD.600 mm dia |
| 33 | Surface dressing of the ground in any kind of soil including removing vegetationinequalities not exceeding 15cm depth and disposal of rubbish within a lead of 75mas directed |
| 34 | Supply of one 3-5 HP capacity diesel pump set of running condition on hire basis daily from 8 AM to 5PM along with necessary pipes for suction and delivery of length approximate 15 metre and 5 metre respectively and other accessoris and fittings like foor valve, clips etc, including Pump Driver/ Helper required to run the pump set for lifting of waste water from pits manholes, drains etc as per direction of Engineer-in- Charge at site |
| 35 | Removing chokage of H.C.I. or S.W. pipe with split bamboo (a) Underground. |
| 36 | Supply of UPVC pipes & fittings conforming to IS-13592-1992(A) (i)Single Socketed 3 Meter Length 110 mm |
| 37 | (B) Fittings.(i) Plain Tee110mm. |
| 38 | (iv)Bend 87.50 110mm. |
| 39 | (C ) Rubber Lubricant |
| 40 | (D) Solvent Cement |
| 41 | Supplying & laying Double Wall Corrugated (with external annular corrugation and smooth internal walls) High Density Polyethelene Pipes conforming to IS 16098 (Part-II):2013 having Stiffness Class of SN 8 with Ring Stiffness not less than 8.00 KN/Sqm. and Impact Resistance TIR value not more than 10% including necessary jointing materials for nonpressureunderground Drainage, Sewerage & Cross drainage application.(i) 150mm internal dia. |
| 42 | (ii) 200 mm internal dia. |
| 43 | (ii) 250 mm internal dia. |
| 44 | Labour for fitting and fixing U.P.V.C. pipes for under ground work including cost of jointing materials etc. fitting and fixing all necessary specials, cutting pipes, cutting holes in walls or R.C. floor where necessary and mending good all damages excluding the cost of masonry or concrete work, if necessary, but including the cost and fitting and fixing holder bat clamps (any floor) or for underground work including cutting trenches upto 1.5 metre and refilling the same complete as per direction of the Engineer-in-charge. (Payment will be made on centre line measurement of the total pipeline including specials. under ground. 110 mm Dia |
| 45 | Constructing Inspection pit of inside measurement 600 mm X 600 mm X upto 600 mm (depth)with250mm thick1st. class brick work in cement mortar (1:4) on all sides, bottom of the pit consisting of 100 mm thick cement concrete (1:3:6) with stone chips over a layer of jhama brick flat soling, 15 mm thick (1:4) cement plaster to inside walls and out-side walls upto G.L.and 20 mm. thick (1:4) plaster to bottom of the pit, providing necessary invert with cement concrete (1:3:6) with stone chips as per direction, neat cement finishing to entire internal surfaces, top ofthe pit covered with 100 mm thick R.C.C. slab (1:1.5:3) with stone chips and necessary reinforcements upto 1% and shuttering including 6 mm thick cement plaster (1:4) in all external surfaces of the slab and one 560 mm dia. R.C.C. manhole cover of approved make supplied, fitted and fixed in the slab with necessary fittings, necessary earth work in excavation in all sorts of soil, filling sides of the pit with earth and removing spoils after work complete in all respect with all costs of labour and materials.With Pakur variety. (SAIL/TATA/RINL) |
| 46 | Supplying, fitting and fixing in position reinforced cement polymer concrete manhole /gully pit cover with matching frame.As per I.S-12592(M.D)5 MT load bearing capacity round manhole cover provided with twolifter hooks fitted with matching frame of size Cover: 565 mm X 65 mm Frame: 665 mm X 125 mm opening:470mm Weight:90 kg (approx) |
| 47 | Cutting / Cleaning/Removing jungles including uprooting/ Removing of rank vegetation, cutting grass, brush wood, cutting/removing small tree saplings or branches of trees falling under the cutting area at different 50 m outside the periphery of the area cleaned as per direction including all lead , lifts cutting instruments , labour etc complete in all respect. |
| 48 | Cost of cleaning and removing unwanted roots from lawn area and howing the earth by about 6\"(Av.) depth for preparing the bed of the total area. |
| 49 | Cost of howing and removing unwanted roots by side of the lawn area and planting the hedge line by setting poly pot maintained in a staggered manner including all labour and materials complete.(a) Golden Duranda(Potted settings ) |
| 50 | Supplying and stacking of good earth (adequate for horticulture work) at site including royalty (earth measured in stack will be reduced by 20% for payment) |
| 51 | Supplying well decomposed cow dung manure. |
| 52 | 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%). |
| 53 | Spreading of sludge, dump manure,/farm yard manure/animal dung manure and good earth in required thickness. This includes supply of labour, tools & plants excluding materials. |
| 54 | Maintenance of hedge for one year including application of necessary pesticide, farm yard manure, replacement of damaged hedge plant by new one complete in all respect as per instruction of Engineer-in-charge. This includes supply of labour, tools & plants including materials. |
| 55 | Maintenance of lawns or Turfing of slopes (roughgrassing) for a period of one year including wateringetc. |
| 56 | Supply the following manures of approved quality:-(a) Bone Meal |
| 57 | (b) Mustard oil cake |
| 58 | (c) Super phosphate |
| 59 | (d) Urea |
| 60 | Supply insecticides and pesticides(a) Dimercon-100ml |
| 61 | (b) Roger(100ml) |
| 62 | (c) Metacid-50(100ml) |
| 63 | (d) Kelthene(100 ml) |
| 64 | (e) Extelen-(500gr.) |
| 65 | (f) Sulfex-(500gr) |
| 66 | Supply of sundry materials.(i) Jute string |
| 67 | (ii) Coir rope |
| 68 | (iii) G.I. wair |
| 69 | (iv) 12 inch earthen pot |
| 70 | (v) 10 inch earthen pot |
| 71 | (vi) 8 inch earthen pot |
| 72 | Supplying and fixing grasses tiles of grass MaxicanCarpet/Selection No. 1 Healthy & fresh grasses (size 1\"x1\" or bigger) including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from wees and fit for mowing including supplying good earth as required by Engineer-in-charge. (Rate includes supply of labour, tools & plants including materials) |
| 73 | Supplying and planting season flower plants including preparation of beds at the location prescribed by the Engineer In charge and Maintenance for a period of 3 months.The rate should include supply of labour and materials.(a) Antirrhinum (Snapdragons) |
| 74 | (b) Calendula officinalis (Pot marigold) |
| 75 | (c) Petunia |
| 76 | (d) Dahlia pinnata |
| 77 | (e) Chrysanthemum Vastum |
| 78 | Supplying and planting seasonl (summer) flower plants including preparation of beds at the location prescribed by the Engineer In charge and Maintenance for a period of 3 months.The rate including supply at site.(a) Zinnia |
| 79 | (b) Pentas |
| 80 | (c) Hybrid Nayantara (Catharanthus roseus) |
| 81 | Supplying and planting Rose Plants of different Colour includingsetting the samein a8” colour paintedearthen pot |
| 82 | 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 pesticide and fertilizer etc)(i) Furcaria veriegated 10-12 leaves in height 20-30cm in earthen pots of size 25cm |
| 83 | (ii) Rangon chineese of size not less than 20cm |
| 84 | (iii)Rangon hi-breed healthy plant |
| 85 | (iv)Duranta goldianna of size not less than 20cm |
| 86 | (v)China palm of leaves 4-5 in |
| 87 | (vi) Bougainvillea (mix variety) of height 30cm-90cm in polybag of size 10cm-15cm. |
| 88 | (vii) Croton different varieties of height 30 cm to 90 cm in earthen pots of size 20 cm. |
| 89 | (viii) Hibiscus Rosa Sinensis of height 90 cm to 60 cm in earthen pots of size 20 cm. |
| 90 | (ix) Hibiscus Variegated of height 60 cm to 75 cm in earthen pots of size 25 cm |
| 91 | (x) Areca Palm 4 - 5 suckers of height 90 cm to 105 cm in earthen pots of size 25 cm. |
| 92 | (xi) Dracaena (Song of India) of height 30 cm to 90 cm in earthen pots of size 20 cm. |
| 93 | (xii) Dracaena Victoria of height 30 cm to 90 cm in earthen pots of size 25 cm. |
| 94 | Supplying of seasonal flower with pot(Dalia, Marigold, Dainthus milly, Pointsettia etc.) including loading unloading, transpoting and placing of plants in position.(a) Dalia |
| 95 | (b) Marigold |
| 96 | (c) Dainthus milli |
| 97 | (d) Pointsettia (Euphorbia pulcherrima) |
| 98 | Cutting of branches of trees and shrubs from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 for Rural Roads of MORD. |
| 99 | Ornamental brick edging (75 mm wide) in compound road, gardens etc with 1st class or picked jhama bricks laid diagonally on end and with a corner slightly raised from the adjoining surface thus giving saw tooth appearance including cutting trench laying bricks and re-packing the trench thoroughly on both sides of the edging complete as per direction. |
| 100 | Labour for taking out brick-on-end edging including removing debris to flank or berm sorting out serviceable materials and stacking. |
| 101 | Labour for laying brick edging (75 mm wide) with departmental brick laid true to line and level including carriage of departmental bricks within a lead of 150 metres cutting necessary trench in soil or in hard metalled surface laying the bricks and repacking the trench (on both sides of the edging) with spoils and ramming the same thoroughly.Brick-on-edge edging (125 mm) depth. |
| 102 | Supply of daily labour for various non measurable works like segregating and stacking of serviceable materials like paver blocks , stone sets , steel materials etc. |
