|
| 1 | Roads , Parking & Pathway Works |
| 2 | Carriage of Materials: Earth, Sand, Lime, Morrum manure or sludge and Building Rubbish Stone metal (Grit and ballast etc.) For 5 Km. |
| 3 | Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller, or stone or steel rammers and rolling every 3rd and top- most layer with power roller of minimum 8-10 tonne capacity and dressing up in embankment for roads, flood banks marginal banks and guide banks or filling up ground depressions, lead up to 50 Mtr. and lift up to 1.5 Mtr.: All kinds of soil |
| 4 | 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 taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils |
| 5 | Construction of Embankment with Material Obtained from Borrow Pits |
| 6 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 50 m as per MoRTH Specification Clause 305.3 |
| 7 | Granular Sub-Base with Close Graded Material (Table:- 400-1 |
| 8 | Plant Mix Method |
| 9 | Providing laying spreadingand compacting specifiedgraded sand, gravel (crushed stone) asper Table 400-1,400-2 or any other course material as per design mix,as per CBR in sub base course including premixing thematerial atOMC inwetmixplant, carriageofmixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means.For Grading-I Material |
| 10 | Dry Lean Cement Concrete Sub- base |
| 11 | Construction of dry lean cement concrete 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. |
| 12 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. . M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). |
| 13 | Brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth with bricks Cement mortar 1 : 6 (1 cement : 6 coarse sand) Add extra over item of brick work with class designation 100 in substitution of class designation 75 |
| 14 | Supply and fixing Jodhpur sand stone Machine cut Kerb stone (10cm wide 40 cm. height) fixed in white cement sand mortar 1:4 with pigment including EarthWork. |
| 15 | Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 25mm thick . |
| 16 | Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make without glass beads laid on the road surface at temperature 160\\" C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements. |
| 17 | Raised Payment Marker (Cats Eye) : Supplying and Fixing of Molded Shank Raised Pavement Markers made of ABS Moulded body and Polycarbonate Reflective panel swith Micro Prismatic Lens capable of providing total internal reflection of the light enter ing the lens face and shall support a load of 35000 Kilogram tested in accordance to ASIMD 4280 & ASTMD 788. The Height of Road Studis 20mm, Width 100mm, Length 100mm and minimum reflective are a of 13 sqcm one ach side.The Strength of detachment of the integrated cylender shank not less than 14+/-2mm (Thickness) and height not less than 30+2 mm from the body. Fixing will beby drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive |
| 18 | Providing and fixing PVC Bump Speed Breakers size 350 mm x 250 mm x 50 mm fitted with key hooks complete with labour material and traffic diversion arrangements. |
| 19 | M-40,80mm thick to be used in medium- traffic ( Medium traffic is defined as a daily traffic of 150-450 commercial vehicles exceeding 30 KN laden weight, or an equivalent of 0.5 to 2.0 MSA for a design life of 20 years.) like city streets, small and medium market roads, low volume roads, utility cuts on arterial roads, etc Category ‘B’ Denated only two side like I,Z,T shape etc. as per IRC SP 63:2004 |
| 20 | Add extra over rates of item No. 11.38, A to C if colored paver blocks are useds |
| 21 | Construction of un-reinforced , plain cement concrete pavement M-40(Grade), thickness as per design, over a prepared sub base, with43/53 grade cement as per Clause 602, coarse and fine aggregatesconforming to IS:383, maximum size of coarse aggregate notexceeding 31.5 mm, mixed in a in fully automatic Batching Plant andtransported to site in transit mixer for having continous agitated mixer,manufactured as per approved mix design including pumping ofR.M.C. from transit mixer to site of laying , with all lead and liftincluding cost of admixtures in recommended portion as per IS 9103to accelerate/ retard setting of concrete, improve workability withoutimpairing strength and durability as per direction of Engineer in chargelaid with a Slip Form Paver (laying and fixing of 125 micron thickpolythene film) and finished in continuous operation including provisionof contraction and expansion, construction joints, applying debondingstrips, primer, sealant near approaches to bridge/culvert andconstruction joints, admixtures as approved, curing of concrete slabsfor 14-days using water finishing to lines and grade as per drawingand MoRTH Specification Clause 602 should have minimum flexuralstrengthen of 4.5 MPa, including vaccum dewatering process with allrequired equipments. (Dowel Bars will be paid seprately). |
| 22 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory road signs as per IRC:67, made of encapsulated lens type retro-reflective sheeting conforming to Clause 801.3.1, fixed over aluminium sheeting of 1.5 mm thickness, supported on 50 mm dia GI pipe, firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete of size 450 mm × 450 mm × 600 mm, with 600 mm below ground level, complete in all respects as per approved drawings and MoRTH Specification Clause 801, including all materials, labour, tools, transportation and incidental charges. |
| 23 | 900 mm equilateral triangle |
| 24 | 600 mm circular |
| 25 | 900 mm side octagon |
| 26 | 800 mm x 600 mm rectangular |
| 27 | Providing and laying reinforced cement concrete pipe NP3 for culverts onfirst class bedding of granular material in single row including fixing collarwith cement mortar 1:2 but excluding excavation, protection works,backfilling, concrete and masonry works in head walls and parapets Clause2905,300mm Dia. |
| 28 | Providing and erecting direction and place identification retroreflectorisedsign as per IRC:67 made of encapsulated lenstype reflective sheeting vide Clause 801.3.1. fixed overaluminium sheeting, 2 mm thick with area not exceeding 0.9sqm supported on a mild steel single angle iron post 75 x 75 x 6mm firmly fixed to the ground by means of properly designedfoundation with M-15 grade cement concrete 450 x 450 x 600mm, 600 mm below ground level as per approved drawing andMoRTH Specification Clause 801. Direction and PlaceIdentification signs upto 0.9 sqm size board |
| 29 | The structural steel to be used should be used ballot byPrimary Steel manufactured and approved by Engineeringin charged Mild Steel reinforcement |
| 30 | Construction of manhole in all type of soil inner size 90 X 60 Cm. 300 mm thick masonry in CM 1:6, 10 Cm. thick cement concrete 1:5:10 in foundation, 20 mm thick inside plaster in CM 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring, making channels, 80mm thick stone slab covering with 40mm thick M-15 grade C.C. flooring, Cement cover with frame of 450mm dia, earthwork etc. complete as per design including disposal of surplus earth within 50 mtr. lead. |
| 31 | Depth up to 0.5 M |
| 32 | Add extra over item 3.19.1 for every additional 0.10m depth above 0.5 m depth. |
| 33 | Providing, Laying & Jointing R.C.C. class NP-2 Non-Pressure pipes (IS : 458mark) of approved make with collars, jointed with C.M. 1:2 or having Spigot and socket ends with flexible rubber rings joint including testing of joints etc. complete : |
| 34 | 100mm dia Internal |
| 35 | 150mm dia Internal |
| 36 | 200mm dia Internal |
| 37 | 250mm dia Internal |
| 38 | 300mm dia Internal |
| 39 | Providing & Fixing BWR ISI marked 19 mm board of approved make for making wardrobe/shelves and other furniture with fevicol & nails complete as per approved by engineer in charge. |
| 40 | Providing & Fixing mica of approved make for inner/outer side of shutters with fevicol & nails complete as per approved by engineer in charge.0.8mm thick mica |
| 41 | Steel work in built up tubular trusses including cutting, hoisting ( height upto 10 m)fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete. Hot finished welded type tubes. |
| 42 | Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing upto any pitch including fixing with polymer coated ‘J’ or ‘L’ hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% Ultra-voilet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall confoim to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified.5.0mm thick (Wt. 8.4 Kg./Mtr. Sq.) |
| 43 | Landscapping & Horticulture work |
| 44 | Carriage of Materials: Earth, Sand, Lime, Morrum manure or sludge and Building Rubbish Stone metal (Grit and ballast etc.) For 5 Km. |
| 45 | Earth work in surface excavation not exceeding 30cm. in depth butexceeding 1.5 meter in width as well as10 Sqm on plan including disposal of excavated earth up to 50 Mtr. and lift up to 1.5 Mtr. disposed soil to be levelled and neatly dressed: All kinds of soil |
| 46 | Supply & Stacking good soil of earth at site complete including loading unloading & Transportation etc. Good soil of earth |
| 47 | Supply of dry manure including loading unloading,transportation & stacking at site. Compost |
| 48 | Supply of dry manure including loading unloading,transportation & stacking at site. Goat dungmanure. |
| 49 | Supply of Chemical Fertilizers at store in bags weighing not less than 50 kg each including loading unloading & transportationDAP |
| 50 | Spreading of manure , good earth in required thickness (cost of manure and good earth to be separately ) |
| 51 | Laying of lawns including ploughing leveling breaking of clods manuring and removal of stones etc. (cost of manure or extra good earth to be paid separately )maintenance of lawn foe 30 days or more till the grass forms a thick lawns free from weeds and fit for moving in the duration of planting if lawn die some where the contractor will replant it at his own cost in rows 5 cm apart in either direction |
| 52 | Supply & Planting of shady plants ( Neem. Peepal, Goolar, Jamun, Imli or other specified) along road side including the following activities:- 1. Preparation of soil including cleaning & removing of unwanted shrubs removal of stones & garbage.2. Supply of plant at site of two years of age & height more than 1.50 Mtr.3. Supply of dry manure(Farm yard manure organic) 4. Supply of Insecticides.5. Digging of pits size 60x60x60 cms. Including removal of stones. Manuring application of insecticides & watering at least 1.5 Liter per plant after planting6. Half brick Circular tree guard in second class bricks, internal dia 1.25 meter and height 1.20 meter above ground and 0.20 meter above ground and 0.20 meterr below ground. Bottom two courses laid dry and top three couses in cement mortar 1:6 ( 1 Cement : 6 Sand) and the intermediate courseses being in dryhoney comb masonry. As per design complete. 7. Watering to plants8. Maintance of plants by the contractor including pits, preparation of Thavala Hoeing weeding etc & application of insecticiedes etc. & security. If the plant die during maintence contractor has to rplace same heingh plant at his own cost. |
| 53 | Supply & Panting of ornamental plants ( Kachnar, Amaltas, Gulmohar, Arjun, Kala, Siris, Jacranda etc. or other specified) along road side including the following activities :- 1.Preparation of soil including cleaning & removing of unwanted shrubs removal of stones & garbage 2.Supply of plant at site of two years of age & height more than 1.50 Mtr. 3. Supply of dry manure( Farm yard manure organic)4. Supply of Insecticides 5. Digging of pits size 60x60x60 cms. Including removal of stones. Manuring application of insecticides & watering at least 1.5 liter per plant after planting. 6. Half brick Circular tree guard in second class bricks. Internal dia 1.25 meter and height 1.20 meter above ground and 0.20 meter below ground. Bottom two courses laid dry and top three courses in cement morter 1:6(1 Cement : 6 Sand) and the intermediate courses being in dry honey comb masonry. As per design complete. 7. Waterring to Plants. 8. Maintenance of plants by the contractor including pits. Preparation of Thavala Hoeing weeding etc. & application of insecticides etc. & security. If the plant die during maintencance contractor has to replace same height plant at his own cos |
| 54 | Bottle palm 5 to 8 feet |
| 55 | Fox tale palm 5 to 8 feet |
| 56 | T cycuss 3 feet 5 feet |
| 57 | Planting of trees /shrubs/ hedge and climbers plants at desired distance in row and watering |
| 58 | Drassina 1 to 2 feet |
| 59 | Selective varieties of crotons 2 to 3 feet |
| 60 | DAFFEN Bachia 1.5 to 2 feet |
| 61 | Aglonmia 1.5 to 2 feet |
| 62 | Fish tale palm 5 to 8 feet |
| 63 | Deshi palm 2 to 3 feet |
| 64 | Ixora Palm Many branches at flowring stage in P.B(12”X12”) - 2’-3’ |
| 65 | Drain Work |
| 66 | Carriage of Materials: Earth, Sand, Lime, Morrum manure or sludge and Building Rubbish Stone metal (Grit and ballast etc.) For 5 Km. |
| 67 | 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 taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils |
| 68 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. . M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). |
| 69 | Supply & fixing of Fiber reinforced Ferro cement drain cover (light duty) designed for side drain for class\\"B\\" Road loading duly marked on cover with adequate steel reinforcement having thickness 50mm to75mm anticorrosive bitumen painted M.S.plate Rimandon M.S. lifting hooks additives & admixture like plasticizer shrinkage resistance compound abrasion resistant as per approved drawing and design complete in all respect. For drain Opeining Size 701 to 1200mm Standard Drain Cover Size 1500mm x 700mm x 70mm |
| 70 | Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix |
| 71 | Add extra for providing richer mixes respectively at all floor levels Providing M-25 grade concrete by using cement as per codal provision instead of M-20 grade design mix. |
| 72 | Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : Walls (any thickness) including attached pilasters, buttresses plinth and string course. |
| 73 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. |
| 74 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. ('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786)Thermo-Mechanically Treated bars. |
| 75 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement : 3 coarse sand ) including making joints with without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete including painting 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 Engineerin- charge). Please Enable Macros to View BoQ information |
