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| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 14-05-2021 | Price Adjustment | Other | 18-05-2021 |
| 2 | 12-05-2021 | date extended.... | Date | 18-05-2021 |
| 3 | 06-05-2021 | Addendum and Appendix | Other | 12-05-2021 |
| 4 | 05-05-2021 | date extension | Date | 12-05-2021 |
| 5 | 17-04-2021 | date extended | Date | 05-05-2021 |
| 6 | 08-04-2021 | Date extended | Date | 19-04-2021 |
| Name of Work: Construction of Cement Concrete Road ( White Topping) With Footpath, Cycle Track & Improvement to drainage From Rahate Colony To Khapri ROB Km 2/200 To 8/200 Old NH 44 Nagpur in the State Of Maharashtra | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Dismantling brick masonry in lime or cement mortar and stacking the materials as directed with all leads, lifts etc. ( As directed by Engineer-In-charge ) | 48.3 | Per Cubic Meter | |
| 2 | 2 | Dismantling stone masonry in lime or cement mortar including stacking the materials as directed with all leads, lifts etc. ( As directed by Engineer-In-charge ) | 5 | Per Cubic Meter | |
| 3 | 3 | Removing rich mix cement concrete including stacking the spoils as directed with all leads, lifts etc, complete. ( As directed by Engineer - In- charge ) | 40 | Per Cubic Meter | |
| 4 | 4 | Dismantling the R.C.C. Work 1:2:4 and sorting out the materials such as steel etc. As directed and stacking them within the specified lead as directed etc. complete. ( As directed by Engineer -In - charge ) | 500 | Per Cubic Meter | |
| 5 | 5.1 | Cutting down trees including trunks and branches with girths stacking the materials neatly with all lifts and lead of 1000 m as directed and earth filling in the depression / pit if any. \n a) Above 30 cm 60 cm girth | 15 | Per Number | |
| 6 | 5.2 | b) Above 60 cm 90 cm girth | 15 | Per Number | |
| 7 | 5.3 | c) Above 90 cm 180 cm girth | 15 | Per Number | |
| 8 | 5.4 | d) Above 180 cm 270 cm girth | 15 | Per Number | |
| 9 | 6 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned upto a disposal outside the working area at the appropriate location for this purpose including removal and disposal of top organic soil not exceeding 150 mm in thickness. | 12000 | Per Square Meter | |
| 10 | 7 | Removing cement tiles, or marble or polished shahabad floor or dado without bed concrete including stacking the materials as directed with all leads, lifts etc. Complete ( As directed by Engineer-In-charge ) | 27000 | Per Square Meter | |
| 11 | 8 | Milling of existing bituminous surface to specified depth of bituminous layer including disposal of removed material with all lift and lead up to 1000 meter complete. Using machine like Writgen (W100) or equivalent. ( 50 mm depth ) | 136080 | Per Square Meter | |
| 12 | 9 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 5 KM at suitable location to be identified by Contractor, stacking serviceable and unserviceable materials separately etc. complete. | 5280 | Per Cubic Meter | |
| 13 | 10 | Removing cement concrete for face wall of CD work & Kerb of devider ( M15 & M20 ) including stacking the\n spoils as directed with all lead, lift ec. Complete.\n | 495 | Per Cubic Meter | |
| 14 | 11 | Manualy clearing the chockes from underground drainage line including Inspection chambers with the help of required tools for propre functioning line chamber to chamber etc. complete. | 6000 | Per Running Meter | |
| 15 | 12 | Removing Np-2 and Np-3 class pipes including stacking at road side as directed by the Engineer in charge. Upto 900 mm dia and above. etc complete. | 100 | Per Running Meter | |
| 16 | 13 | Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slope sand conveying the excavated materials with all lifts upto a lead of 50 m. and spreading for embankment or stacking as directed. | 38770.8 | Per Cubic Meter | |
| 17 | 14 | Excavation for roadway in soft rock, including dressing section to the required grade, camber and side slope sand conveying the excavated materials with all lifts upto a lead of 50 m. And spreading or stacking as directed. | 2040.57 | Per Cubic Meter | |
| 18 | 15 | Transportation of excavated material within or outside NMC limit including loading,unloading, stacking the material consider 5 km as directed by Engineer-In- Charge etc.complete. ( Identifying land for disposal of material will be Contractors responsibility. ) | 65709.2 | Per Cubic Meter | |
| 19 | 16 | Dewatering on BHP basis by using water pump including diversion of stream, providing coffer dams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using required capacity pump etc. complete. (prior approval of Superintending Engineer will be necessary) | 50 | Hour | |
| 20 | 17 | Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. ( By Mechanical Means ) | 14943.4 | Per Cubic Meter | |
| 21 | 18 | Excavation for foundation in soft rock including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. | 786.49 | Per Cubic Meter | |
| 22 | 19 | Providing soling using 80 mm size trap metal in 15 cm. Layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. | 4370 | Per Cubic Meter | |
| 23 | 20 | Providing and laying Cast in situ / Ready Mix cement concrete in M-10 of trap/granite/quartzite/gneiss metal for foundation and bedding including bailing out water, Steel cantering, formwork, laying / pumping, compacting, roughening the mif special finish is to be provided, finishing if required and curing complete, with fully automatic microprocessor based PLC enabled reversible Drum Type mixer / concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (if crushed sand is used Crushed sand VSI Grade) | 2856.83 | Per Cubic Meter | |
| 24 | 21 | Providing and laying in situ / ready mix controlled grade of M20 of trap/granite/quartzite/gneiss metal for RCC works in cut off walls / curtain walls including necessary scaffolding, centering, compacting by vibrator, finishing and curing etc. complete. (with fully automatic microprocessor based PLC enabled with reversible drum type mixer / concrete batch mix plant (pan mixer ) with fine aggregates of required specifications (if crushed sand is used VSI sand finely washed etc ), excluding reinforcement) | 13570.9 | Per Cubic Meter | |
| 25 | 22 | Providing & fixing Ductile iron manhole covers / Storm water Grating & Grating with frame of various sizes, weight & types & load bearing capacity as per EN 124, equivalent NECO with prior approval of concerned Superintending Engineer. | 4896 | Per Kilogram | |
| 26 | 23 | Providing & Fixing heavy duty manhole cover made of structural steel rectangular in size of 1.0 x 1.0 meter with frame over a inspection chamber along the road side drain etc complete. | 3 | Per Metric Tonne | |
| 27 | 24 | Providing, laying and fixing P.V.C. pipe of 110 mm. dia. with fittings such as bends, tees, reducers, clamps, etc. including necessary excavation, trench filling etc. complete. Including removing existing pipeline if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. | 48000 | Per Running Meter | |
| 28 | 25 | Providing and laying weep holes of 100mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete | 3600 | Per Running Meter | |
| 29 | 26 | Providing cast in situ / readymix M20 grade cement concrete for headwalls of CD work / retaining walls etc. Including necessary formwork, compaction, finishing and curing etc. complete. (with reversible mixer / concrete batch mix plant ( pan mixer ) . | 882 | Per Cubic Meter | |
| 30 | 27 | Construction of Cement concrete kerb with size 0.30x0.35x0.18 m in M-20 grade PCC on M-15 grade foundation 150mm thick,foundation having 50mm projection beyond kerb stone, laid with kerb laying machine,foundation concrete laid manually, all complete as per clause 408 | 25755 | Per Running Meter | |
| 31 | 28 | Providing and fixing in position TMT - FE -500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding etc complete with wires or tack welding and supporting as required complete. | 949.96 | Per Metric Tonne | |
| 32 | 29 | Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted / bolted / welded connections without connecting plates, braces etc. and including one coat of anti corrosive paint and over it two coats of oil painting of approved quality and shade etc. complete | 18 | Per Metric Tonne | |
| 33 | 30 | Providing and laying cement concrete pipe of IS 458 : 2003 NP - 3 class of 600 mm diameter in proper line, level and slope etc. complete. | 455 | Per Running Meter | |
| 34 | 31 | Providing and laying concrete pipes of I.S. NP. Class of 300 mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete. | 24910 | Per Running Meter | |
| 35 | 32 | Providing and fixing heavy duty interlocking concrete RUBBER MOULD GLOSSY PAVING BLOCKS of 60 millimeter thickness of having a strength of 400 Kilogram / sq.m of approved quality and shape on a bed of crushed sand of 25 to 30 millimeter thick including striking joints and cleaning etc. complete. (using 100% crushed sand) | 25200 | Per Square Meter | |
| 36 | 33 | Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast interlocking cement concrete paving blocks 100 MM thick in M-50 grade of approved size and shape for City streets and roads with high volume / heavy traffice as specified and as per IS 15658 : 2006 including cost of all materials, manufacturing, curing, transportation of blocks to works it e including loading, unloading and stacking as directed, laying paving blocks in position over prepared bed of VSI crushed sand of 50 mm thickness including necessary excavation in all stratas, spreading blindge of fine sand over the prepared bed, compacting blocks by plate vibrator etc. complete. | 46200 | Per Square Meter | |
| 37 | 34.1 | Providing & Fixing Fibre reinforced plastic manhole cover square/ rectangular shape of required size with frame over inspection chamber of heavy duty etc. complete. \nA. Pedestrian load / load carrying capacity of 2.5 M.T. (1) of 900 mm x 600 mm \n | 230 | Per Number | |
| 38 | 34.2 | Providing & Fixing Fibre reinforced plastic manhole cover square/ rectangular shape of required size with frame over inspection chamber of heavy duty etc. complete. \nA. Pedestrian load / load carrying capacity of 2.5 M.T (2) of 600 mm x 450 mm \n | 230 | Per Number | |
| 39 | 35 | Providing and fixing fiber reinforced plastic manhole cover rectangular on all sizes with frames over inspection chamber of heavy duty etc. complete for four wheeler, tempo/load carrying capacity of 10.00 Per Metric Tonne. ( Primer permission of S.E. is to be obtained before inclusion of this item in the estimate.) \n (A) Pedestrian load/load carrying capacity of 10.0 M.T. \nSize 1.0 x 0.75 m. \n | 1200 | Per Number | |
| 40 | 36 | Providing first class Burnt Brick masonry with conventional / I.S. type bricks in cement mortar 1:4 including scaffolding, racking out joints pointing in C.M. 1:3 and watering in pillars of rectangular or square shape as shown on the drawing or as directed etc. complete. | 48.3 | Per Cubic Meter | |
| 41 | 37 | Providing internal cement plaster 12 mm thick in single coat in cement mortar 1:3 without neeru finish to concrete or bricks ur faces, in all position including scaffolding and curing etc. complete | 420 | Per Square Meter | |
| 42 | 38 | Providing and laying 500 mm thick hard murum having PI less than 6, blanketing including watering and compaction with power roller, all lead and lift, etc complete. \nsp.no, as directed by Engineer incharge.\n | 4320 | Per Cubic Meter | |
| 43 | 39 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - V Material | 11160 | Per Cubic Meter | |
| 44 | 40 | Providing and laying Cast in situ / Ready Mix cement concrete in M-10 of trap/granite/quartzite/gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying / pumping, compacting, roughening the mif special finish is to be provided, finishing if required and curing complete, with fully automatic microprocessor based PLC enabled reversible Drum Type mixer / concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (if crushed sand is used Crushed sand VSI Grade) | 3600 | Per Cubic Meter | |
| 45 | 41 | Construction of dry lean cement concrete Sub - base over a prepared sub - grade with coarse and fine aggregate (if crushed sand is used VSI grade finely washed crushed sand )conforming to IS:383, the size of coarse aggregate not exceeding 25 mm,, cement content not to be less than 150 Kilogram / cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7days, mixed in a batching plant / Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor / by suitable means as approved by Engineer-in-charge, compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete. | 22356 | Per Cubic Meter | |
| 46 | 42 | Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS3395 : 1997 below concrete pavement including all materials and labour complete | 136080 | Per Square Meter | |
| 47 | 43 | Providing and laying in-situ M 45 Grade unreinforced plain cement concrete pavement with max 20% fly Ash ( Fly-ash upto 20% by weight of Cement ) over a prepared sub base with 43 grade cement, coarse and fine aggregate ( if crushed sand is used VSI grade finely washed crushed sand ) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant / non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver, compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @ 0.6m X 0.6 m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75 mm and maintaining the by any other method approved by Engineer-in-charge. | 33075 | Per Cubic Meter | |
| 48 | 44 | Providing and fixing in position TPer or as required Metric Tonne FE 500, 32 mm dia dowel bars pre coated with anticorrosive epoxy paint of required Dia. 60 cms. Long and at 30.00 cm. C/C and PVC pipe of 40 mm dia wherever directed including handling, straightening, necessary cutting supported by TPer Metric Tonne FE 500, chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete | 96048 | Per Number | |
| 49 | 45 | Providing and fixing in position TPer or as required Metric Tonne FE 500, tie bars precoated with anticorrosive epoxy paint of 12 mm dia. 70 cms. long and at 30.00 cm. C/C and wherever directed including handling, straightening wrapping with paper of approved quality for half length, necessary cutting, handling, straightening, supported by assembly of TPer Metric Tonne FE 500, chairs with proper alignment etc. complete. | 80000 | Per Number | |
| 50 | 46 | Cutting transverse contraction joints 3 to 4 mm wide and depth 90mm. .in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 25 mm. as directed by Engineer incharge. \n | 52574.3 | Per Running Meter | |
| 51 | 47 | Providing to contraction joints polysuphidesealent (Pouring grade) confirming to BS : 5212 - 1989 into sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam back up rod of required diameter (appraox. 25% larger than the initial 3 mm.to 4 mm. joint) overlaid with bond breaking tape as per detailed drawing. Item includes cleaning the joints with water jet / air\ncompressor & allowing joint to become thoroughly dry before sealent.\n(A) Contraction & longidudinal joints (15 mm. deep x 8 mm.wide)\n | 52574.3 | Per Running Meter | |
| 52 | 48 | BITUMINOUSCONCRETE over concrete surface:--Providing and laying bituminous concrete using crushed aggregate of grading 1, premixed with bituminous binder @ 5.40 % by weight of total mix and filler, transported at site with VTS, laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired density for 30 mm compacted thickness with drum mix plant, Sensor paver and Vibratory roller excluding prime / Tack coat etc. complete--Bitumen of specified grade with stone dust filler. (VG-40 bulk bitumen rates are considered to arrive at rates) ( Including bonding treatment like providing primer, 3 mm thick bonding bituminous mastic sheet etc.) | 157.5 | Per Cubic Meter | |
| 53 | 49 | DENSE BITUMINOUS MACADAM :--Providing and laying dense bituminous macadam using crushed aggregate of grading 1, premixed with bituminous binder Bitumen of specified grade, @ 4.50% by weight of total mix and filler, transported at site with VTS, laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired density for 50 mm compacted thickness with drum mix type hot mix plant having complying essential features of Hot mix plant as per IRC - 27 - 2009 specified conditions and attachments such as electronic load sensor based belt conveyers, automatic synchronization of bitumen and aggregate fedder, builtin dust controller system and PLC for Drum Mix plant, Sensor paver, and Vibratory roller excluding prime / Tack coat etc. complete -- Bitumen VG - 40 grade with stone dust filler ( VG-40 bulk bitumen rates are considered to arrive at rates) | 67.5 | Per Cubic Meter | |
| 54 | 50 | BITUMINOUS CONCRETE:--Providing and laying bituminous concrete using crushed aggregate of grading 1, premixed with bituminous binder @ 5.40 % by weight of total mix and filler, transported at site with VTS, laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired density for 30 mm compacted thickness with drum mix plant, Sensor paver and Vibratory roller excluding prime / Tack coat etc. complete--Bitumen of specified grade with stone dust filler. (VG-40 bulk bitumen rates are considered to arrive at rates) | 40.5 | Per Cubic Meter | |
| 55 | 51 | Providing and laying 18 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 500 -29 , prepared by using mastic cooker and laid to required level and slope after cleaning the surface including providing anti skid surface with bitumen precoated fine grained hard stone chipping of 4.75 mm nominal size at the rate of 0.005 cum per 10 Square Metre and at an approximate spacing of 10 cm center to center in both directions, pressed in to surface when the temperature of surfaces not less than 100 deg C, protruding 1mm to 4mm over mastic surface as per clause 515 etc. complete. | 3000 | Per Square Meter | |
| 56 | 52 | Road Marking with Hot Applied Thermo plastic Compound with Reflectorizing Glass Beadson Bituminous Surface - Providing and laying of hot applied thermo plastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per Square Metre area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC : 35. for road signages, road marking , etc. The finished surface to be level, uniform and free from streaks and holes. complete.\n | 8501.63 | Per Square Meter | |
| 57 | 53 | Providing and fixing of retro -reflectorised informatory sign board rectangular / Square in shape having area less than 0.9 square meter made out of ____ mm aluminum sheet bonded with white retroreflective sheeting of Class__ (Type XI Micro prismatic grade sheeting ) having pressure sensitive / heat activated adhesive retoreflective specified background, border and backside retoreflctivesymbols, letters, numerals, arrow as per IRC: 67-2012 Table No 8.3, supported with back support frame 25 mm x 25 mm x 3 mm, duly painted on backside with two coats of grey stove enamel paint and supported on one Number mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paint shaving alternate black and white bands of 25 cm width including GI fixures and transportation etc. complete. The nut bolts of board with angle iron post / supporting structure after fixing at site has to be electrically welded. Class (Type XI Micro prismatic grade sheeting) sheeting shall have 7 years written warranty from the manufacturer and authorised distributor / convertor issued for field performance including the screen printed area sand cut-out sheeting and cut-out durable transparent overlay film and this warranty\nd. 4 mm aluminum composite material Class C\n\n | 54.25 | Per Square Meter | |
| 58 | 54 | Providing and fixing of retro-reflectorised informatory sign board rectangular / Square in shape having area greater than 0.9 square meter made out of___ mm aluminum sheet bonded with white retro reflective sheeting of Class __ ( Type XI Micro prismatic grade sheeting ) having pressure sensitive / heat activated adhesive retoreflective specified background, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC : 67 - 2012 Table No 8.3, supported with back support frame 25 mm x 25 mm x 3 mm, duly painted on backside with two coats of grey stove enamel paint and supported on two Number mild steel angle iron post 75mm x 75mm x 6mm, 3.5mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc. complete.The nut bolts of board with angle iron post / supporting structure after fixing at site has to be electrically welded. Class (Type XI Micro prismatic grade sheeting) sheeting shall have 7 years written warranty from the manufacturer and authorised distributor / convertor issued for field performance including the screen printed area sand cut-out sheeting and cut - out durable transparent over lay film and this warranty\nd. 4mm aluminum composite material of Class C\n\n | 117.6 | Per Square Meter | |
| 59 | 55 | Providing and fixing Cautionary / Warning sign boards in Equilateral Triangle size of _____ mm made out of____mm aluminium sheet bonded with white retroreflective sheeting of Class C (Type XI Micro prismatic grade sheeting ) having pressure sensitive / heat activated adhesive retoreflective specified bac Per Kilogram round, border and backside retoreflctive symbols, letters, numerals, arrow as per IRC: 67-2012 Table No 8.3 Supported with back support frame 25mmx25mmx3mm, duly painted on backside with grey stove enamel paint and supported on one Number of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with flat oil paint having alternate black and white bands of 25cm width including G.I. fixtures etc; fixing the boards in M 25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class C ( Type XI Micro prismatic grade sheeting ) shall have 10 years written warranty from the manufacturer and authorised distributor / convertor issued for field performance including the screen printed area sand cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier\nf. 900 mm made out of 4mm aluminium composite material\n | 100 | Per Number | |
| 60 | 56 | Providing and fixing Mandatory / Regulatory sign boards in circular shape of ___ mm dia made out of____ mm aluminium sheet bonded with white retroreflective sheeting of Class C ( Type XI Micro prismatic grade sheeting ) having pressure sensitive / heat activated adhesive retoreflective specified bac Per Kilogram round, border and backside retoreflctive symbols, letters, numerals, arrow as per IRC: 67-2012 Table No 8.3 Supported with backsupport frame 25mm x 25mm x 3mm, duly painted on backside with grey stove enamel paint and supported on one Number of M.S. angle iron post of size 65mm X 65mm X 6mm, 3.45 m long, duly painted with flat oil paint having alternate black and white bands of 25cm width including G.I. fixtures etc; fixing the boards in M 25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class C (Type XI Micro prismatic grade sheeting ) shall have 10 years written warranty from the manufacturer and authorised distributor / convertor issued for field performance including the screen printed area sand cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier\nf. 900 mm dia made out of 4mm aluminium composite material\n | 80 | Per Number | |
| 61 | 57 | Providing and fixing informatory sign boards of size 60 cm x 80 cm made out of 3 mm Aluminum composite panel bonded with IRC Specified colour of retroreflective sheeting ofType XI Micro prismatic grade sheeting having pressure sensitive / heat activated adhesive, IRC Specified colour retroreflective cut out border & messages having pressure sensitive adhesive having border & messages in IRC Specified colour bac Kilogram round including M.S. angle iron frame of size 35 mm X 35 mm X 5mm & M.S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.65 m long, duly painted with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M-20 concrete block of size 60 cm X 60 cm X 75 cm including transportation etc; complete. Aluminum composite panel with Type XI Micro prismatic grade sheeting | 30 | Per Number | |
| 62 | 58 | Providing and applying two coats of flat oil paint of approved colour and shade to internal / external plastered surfaces including scaffolding if necessary, cleaning and preparing the surface (excluding primer coat) etc. complete. | 16512.5 | Per Square Meter | |
| 63 | 59 | Providing and applying priming coat on concrete / masonary / Asbestos Cement plastered surfaces including scaffolding if necessary, preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and sand papering as required etc. Complete | 16512.5 | Per Square Meter | |
| 64 | 60 | Supplying and Fixing of Molded Shank Raised Pavement Markers /Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection the light entering the lens face and shall support a load of 16000 Per Kilogram tested in accordance to ASTMD4280 Type Hand complying to Specifications of CategorA of MORTH Circular NoRW/NH/33023/10-97DO III Dt 11.06.1997. The height, width and length shall not exceed 50mm, 100mm and 102+/-2 mm and with minimum reflective area of 13 Sq cm one each side and the slope to the base shall be 35+/-5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19+/-2 mm and height not less than 30+/-2 mm ) from the body is to be a minimum value of 500Per Kilogram. Fixing will be by drilling holes on the road forthe shanks to go inside, with out nail sand using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. | 4099 | Per Number | |
| 65 | 61 | Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing to tal internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 Kilogram tested in accordance to ASTMD 4280. The marker should be resistant to dust and watering ressacc or ding to IP 65 standard sand should with stand temperatures in the range of 0 C to 70 C. Color of lighting could be provided in redor yellow (amber) as per requirement and typical frequency of blinking is 1 Hz. There should be current losses of less than 20 micro - amperes at 2.4 Vin sleep-charging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 Kilograms. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. | 200 | Per Number | |
| 66 | 62 | Road Delineators : Supplying and installation of delineators ( Roadway Indicators, Hazard markers, Object markers ) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia. Circular reflectorised panels at the top, buried or pressed in to the ground and confirming to I.R.C. 79 and the drawings. | 60 | Per Number | |
| 67 | 63 | Providing and Fixing of Median Marker that are made of tough, high impact resistant, injection - molded, thermoplastic body with an isosceles trapezoidal structure of length, width and height not less than 15 cm, 10 cm and 10 cm respectively and thickness not less than 1.8 mm, the body structure shall be rounded at its acute angle, all the corners and edges. The plastic used for molding the Median Marker shall have a minimum Notched Izod Impact strength value of 600 J / mat room temperature, when testedin accordance with ASTMD 256 and shall retain atleast 70 % of this value when subjected to accelerated weathering for 1000 hrs as per ASTMG 155 or UL 746 C. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The Median Marker shall have rectangular - shaped, fluorescent yellow color retro-reflective sheeting of size not less than 8.5 cm * 8.5 cm and with fully reflective micro prismatic cube corners as its retro-reflective elements as per IRC 672010 and ASTMD 4956 type XI specifications reflectivity values. The retro -reflective sheeting shall be one or both sides of the Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc. The Median Marker shall be fixed by a combination of epoxy adhesive and grouting | 2400 | Per Number | |
| 68 | 64 | Providing railing of mild steel angle post 2.0 m center to center of section 75mm x 75mm x 10mm or equivalent I/C section of height 1.05 above bridge surface with minimum anchor length of 30cm including holdfast of 25 mm diameter MS bar welded at the bottom and concreting of 1:3:6 of size 30cm x 30cm x 30cm with three rows of 40 mm B class GI pipe provided at 30 cm on center to center including scaffolding and one coat of anticorrosive paint with two coats of oil painting, curing of concrete etc. complete. | 3000 | Per Running Meter | |
| 69 | 65.1 | Maintaining, Managing, Operating the traffic playing on the road during day & night smoothly & safely as & when required & without hinderance to traffic during entire construction activity by providing necessary equipment such as various road signs, delineators etc. A) Providing and fixing Metal sheets for traffic barracating during road constructions including ballis, neccesary excavation, fixing ballis, fixing iron sheets with iron screws and bolts with bitumin washers and painting the outside area of iron sheets with enamel paint etc. completed.(Height=1.2 m) | 2800 | Per Running Meter | |
| 70 | 65.2 | B) Providing Fixing & Maintaining 3 pc (Detachable) water fillable Barricading of size 2000(L) X 550 (W) X 1200 (H) MM on either side of the portion of the carriageway close to traffic etc. complete as per drawing & as directed by engineer. | 40 | Per Number | |
| 71 | 65.3 | C) Providing, Fixing & Maintaining Solar Blinkkers or Warning Lights on either side of the portion of the carriageway close to traffic etc.complete as per drawing & as directed by engineer. | 50 | Per Number | |
| 72 | 65.4 | D) Providing, Fixing & Maintaining Safety Cones and studs of 1000 MM Height on either side of the portion of the carriageway close to traffic etc. complete as per drawing & as directed by engineer. | 50 | Per Number | |
| 73 | 66 | Providing Traffic Warden on daily basis and shift wise including daily allowance etc. complete or as directed by Engineer in Charge. | 4380 | Per Man Day | |
| 74 | 67 | Cantilever Sign Gantry: Supply and fixing tubular gantry mounted overhead/ cantilever signs. All components of signs & supports, other than the reflective portion shall be throughly descaled, cleaned, primed and painted with two coats of epoxy paint. The sign backside shall be with grey colour and post shall be in black & white alternate bands. the post below ground shall be painted with three coats of red lead paint. The sign shall be made as per IRC 67: 2001 and technical specification clause 801& 802 or as directed by the engineer. \nErection of cantilever structure as per drawing including steel work in trusses, steel tubes cutting,fixing in postion with welding and bolted complete in all respect as directed by engineer incharge.\n\n | 5 | Per Number | |
| 75 | 68 | Providing & fixing eco friendly benches made up from waste plastic, fixing at site including all lead, lift, fixing etc. Complete. Size 148 cm x 70 cm x 89 cm. Seat dimension 148 cm x 40 cm, weight 33kg, colour black, gray, Ivory. Minimum capacity 400 kg for standard condition. | 50 | Per Number | |
| 76 | 69 | Providing and fixing water tables in concrete M-20 grade of size 30 centimeters wide and 10 centimeters thick on M-10 cement concrete bed 15 centimeters thick including filling in the joints with cement mortar 1:2 cement pointing, curing etc.complete | 11520 | Per Running Meter | |
| 77 | 70 | Preparing Instant Lawn:- Excavating the ground to the requaired depth of 20 cm, removing& conveying unwanted stuff to a requaired distance as directed. Filling fresh garden soil /silt& manure in excavated area in 3:1 proporation to height of 20 cms.Mixing garden, soil & manure throughly well, leveling watering on previous night. planting requared variety of lawn grass as directed & maintening till well stabilished by watering, weeding, clipping , rolling etc. complete. | 3300 | Per Square Meter | |
| 78 | 71 | Preparing Shrubbery:- Excavating the ground to the requaired depth of 30 cm, removing& conveying unwanted stuff to a requaired distance as directed. Filling fresh garden soil /silt& manure in excavated area in 3:1 proporation to height of 30 cms. Mixing garden, soil & manure throughly well, leveling watering on previous night. Planting well devloped shrubs plant 0.50m apart as directed requared variety of lawn grass as directed & maintening till well stabilished by watering, weeding, clipping , rolling etc. complete. | 330 | Per Square Meter | |
| 79 | 72 | Planting large ornamental trees. Excavating the pit with size 0.90x0.90x0.90m removal and conveying unwanted stuff to a required distance as directed.Filling pit with approved excavated material upto a height of 0.30m and remaning height of 0.60m with fresh garden soil and manure in 3:1 proportion.Mixing soil & manure thoroughly well, levelling as directed, watering previous night,Planting two or year old minimum 2.00 m height, healthy trees sapling as per specifications maintaining till 2 years by watering, weeding, stirring of soil, replacing casualities etc. complete.(R.A) \\ni) Plantation Obtusufolia / termenalia Mantale/Machiner Palm= 50%\n\n | 600 | Per Number | |
| 80 | 73 | Planting large ornamental trees. Excavating the pit with size 0.90x0.90x0.90m removal and conveying unwanted stuff to a required distance as directed.Filling pit with approved excavated material upto a height of 0.30m and remaning height of 0.60m with fresh garden soil and manure in 3:1 proportion.Mixing soil & manure thoroughly well,levelling as directed, watering previous night,Planting two or year old minimum 2.00m height,healthy trees sapling as per specifications maintaining till 2 Years by watering, weeding, stirring of soil, replacing casualities etc. complete.(R.A) \nii) Bismarkianobils / lantina red palm/revelia palm = 25%\n\n | 300 | Per Number | |
| 81 | 74 | Planting large ornamental trees. Excavating the pit with size 0.90x0.90x0.90m removal and conveying unwanted stuff to a required distance as directed.Filling pit with approved excavated material upto a height of 0.30m and remaning height of 0.60m with fresh garden soil and manure in 3:1 proportion.Mixing soil & manure thoroughly well, levelling as directed, watering previous night, Planting two or year old minimum 2.00m height,healthy trees sapling as per specifications maintaining till 2years by watering, weeding, stirring of soil, replacing casualities etc.complete.(R.A) \n iii) Kantiina Palm & other = 25%\n | 300 | Per Number | |
| 82 | 75 | Precasting& placing in position 150 mm Dia MS bollards 1150mm high ( 650 mmhigh above FFL ) of required shape including centering, concrete finishing & embedded 300 mm in 300 x 300 x375 mm pit ( Zone 3 ) : 6 graded stone aggregate 20 mm nominal size ) including necessary excavation of size 600x600x525 mm deep for the same in soil / bitumen / concrete pavement asspecified spacing. | 500 | Per Number | |
| 83 | 76 | Standard Metal Delineator\nSupply and Installation of Road delienators ( Road way Delienators ) as per MORT&H clause 806. The structure shall be manufactured in roll forming process and shall have height not less than 800 mm above the ground, width not less than 100 mm and shall extend not more than 300 mm below the ground while being installed in confirmation with IRC :791981 or as directed by engineer in charge. The delineator shall be painted with powder coat of minimum 40 microns thickness for protection against corrosion, on top of which Type XI retroreflective sheeting shall be pasted on both sides. The delienator shall consist minimum retroreflective unitex posed area of 330 cm 2 white color, full cube corner microprismatic non - metallic retroreflective sheeting one achside conforming with IRC 67 2012 and meeting the coefficient of retroreflection values as per ASTMD 4956 Type XI table specification.The front and back face soft he delineator should be curved with a radius of not more than 200 mm and with delta angle ( or central angle of curve ) lying between 20o and 30o, to increase the visibility of the delineator for vehicles moving incontinuous curves. The delineator shall have grooves across the length to make the reflective sheets vandal-proof\n\n | 200 | Per Number | |
| 84 | 77 | Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. ( By Mechanical Means ) | 592.03 | Per Cubic Meter | |
| 85 | 78 | Providing and laying Cast in situ /Ready Mix cement concrete M-15 of trap/granite/quartzite/gneiss metal for coping top linth or parapet, moulded or chamfered as per drawing or as directed including steel centering, plywood /steel formwork compacting, roughening the mif special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed .)With fine aggregate ( if crushed sand is used Crushed sand VSI Grade) | 52.79 | Per Cubic Meter | |
| 86 | 79 | Providing and laying Cast in situ / Ready Mix cement concrete M-35 of trap/granite/quartzite/gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. columns as per detailed designs and drawing or as directed including Steel centering, formwork, cover blocks, laying / pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete, ( Excluding reinforcement and structural steel ). with fully automatic microprocessor based PLC enabled reversible Drum Type mixer / concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (if crushed sand is used Crushed sand VSI Grade) | 284.68 | Per Cubic Meter | |
| 87 | 80 | Providing and laying in situ / readymix controlled grade of M 25 of trap/granite/quartzite/gneiss metal for RCC works in cut off walls / curtain walls including necessary scaffolding, centering, compacting by vibrator, finishing and curing etc. complete. (with fully automatic microprocessor based PLC enabled with reversible drum type mixer / concrete batch mix plant (pan mixer) with fine aggregates of required specifications ( VSI sand finely washed etc ), excluding reinforcement) | 340.74 | Per Cubic Meter | |
| 88 | 81 | Providing and laying Cast in situ / Ready Mix cement concrete M- 35 of trap /granite/quartzite/gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. columns as per detailed designs and drawing or as directed including Steel centering, formwork, cover blocks, laying / pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete, ( Excluding reinforcement and structural steel ). with fully automatic microprocessor based PLC enabled reversible Drum Type mixer / concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate ( if crushed sand is used Crushed sand VSI Grade ) | 17.01 | Per Cubic Meter | |
| 89 | 82 | Providing and fixing in position TMT - FE -500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. | 34.16 | Per Metric Tonne | |
| 90 | 83 | Providing and laying filter material under neath pitching in slopes as per drawings and technical specifications etc. Complete | 134.92 | Per Cubic Meter | |
| 91 | 84 | Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry infront of toe of embankment complete as per drawing and technical specifications etc. complete. (by stone/boulder) | 483.23 | Per Square Meter | |
| 92 | 85 | Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion as per approved drawings and technical specifications etc. complete. | 16 | Per Running Meter | |
| 93 | 86 | Design charges for Cement Concrete Pavement. | 1 | Lump sum |
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