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| 1 | 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. |
| 2 | 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 finished quantity of work) With earth obtained from excavation of foundation. |
| 3 | Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directedwithin a lead of 75 m. a) In ground floor including roof. |
| 4 | Dismantling all types of plain cement concrete works, stacking serviceable materials at site andremoving rubbish as directed within a lead of 75m.In ground floor including roof. (a) upto 150 mm. thick |
| 5 | Dismantling R.C. floor, roof, beams etc. includingcutting rods and removing rubbish as directedwithin a lead of 75 m. including stacking of steel bars(a) In ground floor including roof |
| 6 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m stacking serviceable and unserviceable materials separately as per technical specification Cl 202 for Rural Roads of MORD (i) by mechanical means (b) Granular Courses |
| 7 | Preparation and consolidation of sub-grade with power road roller of 8 – 12 tonne capacity after cutting exiting road upto required depth, dressing to camber and consolidation with road roller including making good the undulation etc and rerolling the sub-grade and disposal of surplus earth with lead upto 50 meters. |
| 8 | 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) |
| 9 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (Sth Revision). Grading-I Aggregate (63 mm to 45 mm) Using Stone Screening Type A (13.2 mm) by manual means |
| 10 | 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/ supplier]In ground floor and foundation. Withoutapproved concrete pump. |
| 11 | Supplying ready mixed concrete of M 30 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/ supplier]In ground floor and foundation. Withoutapproved concrete pump. |
| 12 | Construction of dry lean cement concrete(DLC) Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. (As per clause 601 of specifications for Road & Bridge Works of MoRT&H (5th Revision). |
| 13 | Supplying and laying in the specified pattern of Interlocking concrete block pavements (ICBP) with concrete blocks (with concrete grade as specified as per Table 1 of IS 15658:2006) manufactured in steel mould clamped to a vibrating table by hydraulic pressure (As per clause no 6.30 of IRC : Sp: 63 (2018) , from BIS license manufacturer , with spacer nib (small protruding profiles on the vertical face of a paver block used as a device for keeping minimum joint gap in between the paving block as per Cl 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 IS15658 with flexural strength / breaking load as per Annexure G of IS15658 onprepared base course of specified CBR as per table 1 of IRC SP 63 (2018) or else as mentioned in design and drawing with a couson of compacted bedding sand of 25-35mm thick (Grading of bedding sand as per clause 6.5.1 of IRC SP-63) and filling up the gaps in between paver block with joint filling sand (the grading of joint filling sand will be as per clause 6.5.2 of IRC SP-63) and completing the edges with cut blocks as per clause no. 8.7 of IRC SP-63 (2018) with proper confinement of bedding and joint filling sand, compaction, leveling and filling up of the edge gap.120 mm thick GreyDentated or dumble shaped |
| 14 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints withlocal sand. |
| 15 | Providing and laying reinforced cement cocrete 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 Specifications Clause 1106 for Rural Roads of MORD. 600 mm dia |
| 16 | Brick work with 1st class bricks in cement mortar (1:6) |
| 17 | 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/stagingwhere necessary (Ground floor).[Excluding cost of chipping over concrete surface] With 1:6 cement mortar.15 mm thick plaster |
| 18 | Neat cement punning about 1.5mm thick in wall,dado,window sill,floor etc. NOTE:Cement 0.152 cu.m per100 sq.m. |
| 19 | 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.TATA/SAIL/RINL. |
| 20 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)(c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work |
| 21 | Hire and labour charges for shoring work (includingHire and labour charges for shoring work (includingnecessary close plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc) completeas per direction of the Engineer-in-charge for foundation excavation (vertical surface are in contactwith supported earth is to be measured.) (Thisitemshould be executed on specific direction of the Enginner in charge).(a) Depth upto 1.5 m. |
| 22 | 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 |
| 23 | Cleaning rubbish , sludge , liquid earth , mud , debris and other materials etc. from kutcha /pucca surface drain of any size and upto 1.5 m deep including stacking the spoil within a lead of 75 metre by manual means. Payment will be made on the basis of actual measurement of spoils in dry condition. |
| 24 | Supply earth mover/ exacavator cum loader including fuel, permit, requisite operator, helper etc for 8 hrs. The rate is inclusive of all expenses complete. |
| 25 | Fixing S.H 90 lbs rail 1.50 min length after cutting, carrying (Within 5 km) and fixing in line and level as per the direction of Engineer-in-charge.(The rate is inclusive of the cost of carrying, loading, unloading, cutting the rails and fixing the same but excluding the cost of excavating foundation , concreting and painting.) Rail will be supply by KoPT. |
| 26 | M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-in-charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1956 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 1957, 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 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 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 structural members or 7% of weight for finishedstructural members weighing not less than 22.5 Kg. / m. or 15 % of weight for finished structal 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. / 2nd floor level from theground. Add 1.5% extra over the rate for each additional floor or4m. beyond initiial 8m. or part thereof. For Structural Works in Roof Trusses etc. using joists, channels and angles of specified section weighingless than 22.5 kg/ m |
| 27 | Supplying, fitting and fixing in position reinforced cement polymer concrete manhole /guIIy pit cover with matching frame.As per I.S- 12592(M.D)(i) 35 MT load bearing capacity round manhole cover provided with two lifter hooks fitted with matching frame of size Cover:700mmX100mm Frame:910mm X 185 mm opening: 560mmWeight: 245 kg (approx) |
| 28 | Providing & applying 1 coat of road marking primer for concrete surface of approved make to receive Thermoplastic Paint after necessary brushing & Cleaningnof the surface etc. with the help of templates of different shapes & sizes as per instruction ofEngineer-in-charge |
| 29 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glassbeads @ 250 gms per sqm area, thickness of 2.5 mmis exclusive of surface applied glass beads as perIRC:35. The finished surface to be level, uniform andfree from streaks and holes complete as per Clause803 of Specifications for Road & Bridge Works ofMoRT&H (5th Revision). |
| 30 | Providing and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973 |
| 31 | Supplying, fitting and fixing retro-reflective warning & regulatory sign with imported reflective sticker of approved quality for lettering direction, arrow,symbol etc. pasted on 14 S.W.C plain galvanised steel of TATA make having clean cut edge & radiuses at all corners painting two coats of synthetic enamel paint over a coat of priming on both sides of the G.I sheet by spray painting with necessary bolting etc. The rate includes cost of reflective sign sticker, G.I sheet, fitting fixing , hoisting & placing in position on steel frame work with necessary tack welding in bolting complete as per approved drawing etc. & direction of Engineer-in-charge but excluding the cost of steel frame.a) Retro reflective sign on one side. |
| 32 | 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 75m as directed. |
| 33 | 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 |
| 34 | Provide charges of supplied fuel for running the pump set as per necessity and requirement |
| 35 | Labour for taking out (from fencing) line of wire (galvanised, strand or barbed) including the cost of taking out staples (by cutting or otherwise, as necessary). |
| 36 | Dismantling steel works in all types of sections upto a height of 5m above plinth level excluding cutting of rivet as per technical specifications alause 202 for rural roads of MORD, including dismembering |
| 37 | Loading, unloading and stacking by manual means. Loading in to trucks at the lifting point, unloading at destination, stacking properly in godown or yard etc. as directedincluding carriage by head load up to a lead of 50,m at each of the two points. Steel |
| 38 | Carriage of Steel materials over pucca road, Upto 5km |
| 39 | Dismantling of barbed wire fencing / wire meshfencing including posts, foundation concrete,backfilling of pit by manual means including disposalof dismantled material with all lifts and upto a lead of1000 m, stacking serviceable material andunserviceable material separately as per TechnicalSpecification Clause 202 for Rural Roads of MORD |
| 40 | Cutting/ Cleaning/ removing jungles, including uprooting/ removing of rank vegetation, cutting grass, bush wood cutting/ removing small tree saplings orbranches of trees failing under the cutting area at different area of dock and removing spoil upto a distance of 50 m outside the periphery of the area cleared as per direction including all lead, lifts cutting. instrument, labour etc. complete in all respect. |
