Mira Bhaindar Municipal Corporation has published Proposed Construction And Improvement Of Road From Jessal Park To Ghodbunder Road In Mbmc Area . ( Phase 2 ) . Submission Date for this Tender is 23-12-2019. Road Work Tenders in MBMC Maharashtra. Bidders can get complete Tender details and download the document.
| Name of Work: Construction and improvement of road from Jaisal Park to Ghoadbunder road in MBMC Area. (Phase -2) | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Description | |||
| 2 | 1.01 | SECTION A :- ROAD WORK ( 1+640 TO 1+760, , 2+350 TO 3+970. 3+996 TO 4+860, 5+120 TO 6+190)) | BI01010001010000000000000515BI0100001112 | ||
| 3 | 1.02 | ITEM NO.01 (a)\nCutting down trees including trunks and branches with girths above 30 cm to 60 cm and stacking the materials neatly with all lifts and lead of 1000m as dircted and earth filling in the depression / pit if any. As per MORT&H 201 | 10 | Nos | |
| 4 | 1.03 | ITEM NO.01 (b)\nCutting down trees including trunks and branches with girths above 60cm to 90cm and stacking the materials neatly with all lifts and lead of 1000m. As directed and earth filling in the depression/pit if any.As per MORT&H 201 | 10 | Nos | |
| 5 | 1.04 | ITEM NO.02\nClearing 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 up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. as per MORTH 201 | 2500 | Sqm | |
| 6 | 1.05 | ITEM NO.03\nExcavation for road way in earth ,soil of all sorts, sand, gravel or soft murum including dressing section to there rquired grade, camber and side slopes and conveying the excavated materials with all lift upto a lead of 50m. and spreading for embankment or stacking as directed as per MORT&H 301 | 124321 | Cum | |
| 7 | 1.06 | ITEM NO.04\nExcavation for foundation in hard murum including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete. | 60 | Cum | |
| 8 | 1.07 | ITEM NO.05\nProviding earthwork in embankment with approved materials obtained from departmental land or other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades and section, watering and compaction with Power roller to achieve not less than 97% of standard proctor density etc. complete As per MORTH 305 | 91062 | Cum | |
| 9 | 1.08 | ITEM NO.06\nSubgrade 300mmThick - Supplying hard murum / kankar at the road site,Spreading hard murum for side width and Compacting the hard murum side widths including laying in layers for Subgrade 300mm thick | 21141 | Cum | |
| 10 | 1.09 | ITEM NO.07\nProviding dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete. Spec As per Bd A 12 page no. 264 | 21141 | Cum | |
| 11 | 1.1 | ITEM NO.08\nConstruction 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 power roller to achieve the desire density, complete as per clause 401-- Plant Mix Method and Grading II material | 17617 | Cum | |
| 12 | 1.11 | ITEM NO.09\nWet Mix Macadam - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Laying By Grader/ Paver. as per MORT&H 406. | 16458 | Cum | |
| 13 | 1.12 | ITEM NO.10\nConstruction 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 25mm, ,cement content not to be less than 150kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10Mpa at 7 days, 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. .as per MORT&H 601 | 7695 | Cum | |
| 14 | 1.13 | ITEM NO.11\nProviding and laying Pavement Quality Concrete of M-40 grade (cast in situ) of trap metal including providing 125 micron thick impermeable plastic sheet membrane over the surface to be covered,coarse and fine aggregates of specified gradation using minimum cement content of 350 kg/cum., approved admixtures, mixing as per the design mix to the specified workability, providing necessary side forms,rails and guidewires,transporting the mix with transit mixers and laying and spreading within fixed form by mechanical auger and compacting with plate vibrator and minimum ten needle vibrators,curing with approved resin based aluminised reflective curing compound and covering with moist hessian or ponding and sprinkling of water for a minimum period of 14 days, fixing dowels, tie-bars,cutting joints,joint-fillers, sealants, reinforced fibers at 125 kg/cum and all types of joints and finishing to the desired surface texture including all material, labour, machinery with all leads and lifts etc complete. without flyash MORTH 602 | 15389 | Cum | |
| 15 | 1.14 | ITEM NO.12\nBITUMINOUS CONCRETE : Providing and laying bituminous concrete using crushed aggregates of grading 2, premixed with bituminous binder @ 5.40 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 30/40 mm compacted thickness with VG30 Bitumen, Excluding prime / tack coat. For Bitumen VG30 bulk USING 80 TPH Batch mix type hot mix plant , Sensor Paver, Intelligent Compactor with compaction analyzer and VSat attachment with Stone Dust filler. as per MORTH 507 | 646 | Cum | |
| 16 | 1.15 | ITEM NO.13\nDENSE BITUMINOUS MACADAM: Proving and laying dense bituminous macadam using crushed aggregates of grading 2, premixed with bituminous binder VG30 Bitumen @ 4.50 percent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired density for 50/75 mm compacted thickness .USING 80 TPH Batch mix type hot mix plant , Sensor Paver, Intelligent Compactor with compaction analyzer and VSat attachment with Stone Dust filler. as per MORT&H 505 | 1212 | Cum | |
| 17 | 1.16 | ITEM NO.14\nBITUMINOUS MACADAM: Proving and laying bituminous macadam using crushed aggregates of Grading 2, premixed with bituminous binder, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 50/75 mm compacted thickness with 3.4 % VG30 Bitumen.USING 80 TPH Batch mix type hot mix plant with Sensor Paver, Intelligent Compactor with compaction analyzer and VSat attachment. as per MORT&H 504.GradingII(19 mm nominal size) | 1212 | Cum | |
| 18 | 1.17 | ITEM NO.15\nProviding and fixing water table of stone size 30cm. Wide and 10cm thick, fairly dressed on a R.M.C. M-10 cement concrete bed 15cm. Thick, including filling in the joints, with cement mortar 1:2 cement pointing, curing etc complete as specified and as directed | 7328 | Rmt. | |
| 19 | 1.18 | ITEM NO.16\nProviding and laying in situ/ ready mix M30 RCC of trap/ granite/ quartzite/ gneiss metal for RCC work of ballast walls, kerb, runner beam and box returns including scaffolding, compaction, formwork finishing and curing etc. complete. (excluding reinforcement, with fully automatic micro process or based PLC with SCADA enabled concrete batch mix plant/ panmixer with Natural / VSI standard Artificial Sand) | 235 | Cum | |
| 20 | 1.19 | ITEM NO.17\nProviding and laying PCC in M15 grade levelling course of 100 mm thick foundation, median kerb , drain p with fully automatic micro processor PLC with enabled reversible drum type mixer etc. complete. As per M.O.R.T & H 1100, 1700. | 1434 | Cum | |
| 21 | 1.2 | ITEM NO.18\nProviding and laying Cast in situ / Ready Mix cement concrete M-35 of trap metal for R.C.C. footing for Gantry as per detailed designs and drawings, including bailing out water manually, centering, formwork, laying/ pumping, compacting, finishing and curing etc. with fully automatic microprocess or based reversible Drum Type mixer/ concrete Batch mix plant (Panmixer) etc. complete.With natural sand/V.S.I. quality Artificial Sand complete.(Excluding steel reinforcement As directed by Engineer in charge | 11 | Cum | |
| 22 | 1.21 | ITEM NO.19\nProviding and laying in situ / ready mix M-35 cement concrete of trap / granite / quartzite/ gneiss metal for cast in citu R.C.C. column for Gantry etc. including provision of V shape alse jointst of or suitable panel so n the faces to approve design with compacting by vibrating and curing complete. Including plywood/ steel formwork, centering (excluding dewatering by means of pump) and including bailling out water and including CM 1:3 curing complete. a) Height upto 5 M. (With Concrete Mixer) MORT&H (5th Rev.) 1700, 2204, 2304 | 13 | Cum | |
| 23 | 1.22 | ITEM NO.20\nProviding and erecting overhead signs with corrision resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro reflective sheeting of encapsulated lense type with vertical and lateral clearance given in cl 802.2 and 802.3 and installed as per cl 802.7 over a designed support system of aluminuim alloy or galvanised steel trestles and trusses of section and type as per structural design and approved plans etc complete | |||
| 24 | 1.23 | Truss and vertical support | 4 | MT | |
| 25 | 1.24 | Aluminium Alloy plate for over Head gantry | 2.5 | MT | |
| 26 | 1.25 | ITEM NO.21\nProviding and laying in situ / readymix/ readymix M25 RCC Drain work with trap/ granite/ quartzite/ gneiss metal in well steining including shuttering, compacting by vibrating, finishing and curing etc. complete. (fully automatic microprocessor based concrete batch mix plant/ pan mixer with natural/ artifical sand, excluding reinforcement).BR.13 Page No. 112 and B. 7, Page No.38 | 12115 | Cum | |
| 27 | 1.26 | ITEM NO.22\nProviding and fixing reinforced cement concrete cover of size 90 cm x 45 cm with frame over inspection chamber etc. complete. Medium duty (140 kg) As directed by Engineer in charge. | 492 | Nos | |
| 28 | 1.27 | ITEM NO.23\nProviding & fixing 80 mm thick interlocking unishape concrete pavers (monolithic-single layer precast concrete blocks) of gray cement coloured in the carriageway having average crushing strength 50N/sq.m.m. as per technical specification, placed on average compacted thickness of 25mm, uniformly graded river sand cushioning with proper compacting with mechanical compactor with the proper level, grade and camber etc.complete as specified and as directed by the Engineer. | 15374 | Sqm | |
| 29 | 1.28 | ITEM NO.24\nProviding and laying in situ/ ready mix M30 RCC of trap/ granite/ quartzite/ gneiss metal for RCC work of ballast walls, kerb sand box returns including scaffolding, compaction, formwork finishing and curing etc. complete. (excluding reinforcement, with fully automatic micro process or based PLC with SCADA enabled concrete batch mix plant/ panmixer with Natural / VSI standard Artificial Sand) | 1100 | Cum | |
| 30 | 1.29 | ITEM NO.25\nProviding, cutting , bending, hooking, tying and laying in position TMT FE500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete | 1353 | MT | |
| 31 | 1.3 | ITEM NO.26\nProviding Fusion Bonded Epoxy Coating (FBEC) to reinforced bars of 16mm dia meter as per IS:13620-1993 specifications for a thickness of 175 micron Permissible variation of 50 micron including testing of coating at plant extra cost for care ful handing using PVC coating, binding wires in stead of G.I. wires to and from Plant) touching up the material supplied repair work etc complete as per detailed specifications. (Lead 200 km from plant) etc complete.(Item shall be used for new structures.)Note:The item should be executed with prior approval of Superintending Engineer. FREQUENCY OF TEST OF FUSION BONDED EPOXY COATa) Coating thickness shall be tested at a frequency of not less than one full length bar every twenty bars for each size b ) continuity of coating shall be determined by testing one full length bar in every twenty bars for each size | 1353 | MT | |
| 32 | 1.31 | ITEM NO.27\nPainting to coat after filling the surface with synthetic enamel paint in all shades on new concrete surfaces complete | 7328 | Sqm | |
| 33 | 1.32 | ITEM NO.28\nPrimecoat-Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying, primer at the rate of 0.60 kg/sqm using mechanical means | 42864 | Sqm | |
| 34 | 1.33 | ITEM NO.29\nProviding and applying tack coat on the prepared surface heating by flames in Boiler and spraying bitumen with sprayer on Concrete surface treated with primer @3.25kg/10 sqm with VG-30 bulk Bitumen | 15368 | Sqm | |
| 35 | 1.34 | ITEM NO.30\nRoad Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface-Providing and laying of hot applied thermoplastic compound 2.5 mmt thick including reflectorizing glass beads @250gms per sqm area,thickness of 2.5 mm is exclusive of surface applied glass bead as per IRC:35. The finished surface to bed level, uniform and free from streaks and holes.complete | 2749 | Sqm | |
| 36 | 1.35 | ITEM NO.31\nProviding and laying in situ/ ready mix M25 RCC of trap/ granite/ quartzite/ gneiss metal for RCC work of Return , ballast walls, kerbs and box returns including scaffolding, compaction, formwork finishing and curing etc. complete. (excluding reinforcement, with fully automatic micro process or based PLC with SCADA enabled concrete batch mix plant/ panmixer with Natural / VSI standard Artificial Sand) | 2461 | Cum | |
| 37 | 1.36 | ITEM NO.32\nProviding 100 mm diameter GI water spouts as per detailed drawings in RCC slab and wearing surface/ kerb etc.complete | 736 | Nos | |
| 38 | 1.37 | ITEM NO.33\nProviding & laying cement concrete pipes of NP2 class of 300 mm diametre in peroper line, level & slope including providing, fixing collars in cement mortar 1:2 complete including loading & unloading of pipes. | 2819 | Rmt. | |
| 39 | 1.38 | ITEM NO.34\nProviding and painting zebra painting of pedestrain crossing on the carriageway with approved road making paint in two coats etc. complete.(over 10cm.wide patta) Spec. no.: MORTH 803 | 12 | Sqm | |
| 40 | 1.39 | ITEM NO.35\nProviding and fixing Cautionary/ Warning sign boards in Equilateral Triangle size of 600 mm made out of 3 mm aluminum composite material (ACM) sheet bonded with white retroreflective sheeting of Class B (Type IV High intensity micro- prismatic grade sheeting-HIP) 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 25mmx 25mmx 3mm, duly painted on back side with grey stov eenamel paint and supported on one no .of M.S. angle iron post of size 65mmX 65mmX 6mm, 3.45m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cmX60cmX75cm including transportation etc; complete | 30 | Nos | |
| 41 | 1.4 | ITEM NO.36\nProviding and fixing Cautionary/ Warning sign boards in Equilateral Triangle size of 900mm out of 2mm aluminum sheet bonded with white retroreflective sheeting of Class B(Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/ heat activated adhesive retoreflective specified background, 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 paintand supported on one no. of M.S. angle iron post of size 65mmX65mmX6mm, 3.45m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. | 22 | Nos | |
| 42 | 1.41 | ITEM NO.37\nProviding and fixing of retro-reflect orised informatory sign board rectangular/ Square in shape having area less than 0.9 square meter made out of 2mm aluminums heet bonded with white retroreflective sheeting of Class C (Type XI Microprismatic grade sheeting) having pressure sensitive/ heat activated adhesive retoreflective specified background, border and back side retoreflctive symbols,letters,numerals,arrowas per IRC:67-2012 Table No8.3, supported with back support frame 25mm x25mmx3mm, duly painted on back side with two coats of grey stove enamel paint and supported on one no. mild steel angle iron post 75mmx75mmx6mm, 3.5mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45cmx45cmx60cm,60cm below ground level as pera pproved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paint having alternate black and white bands of 25cm width including GI fixures and transportation etc.complete. | 9.9 | Sqm | |
| 43 | 1.42 | ITEM NO.38\nProviding and fixing Mandatory/Regulatory sign boards in circular shape of 900mm dia made out of 4mm aluminum sheet bonded with white retro reflective sheeting of Class B (Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retor eflective specified back ground, border and back side retoreflctive symbols, letters,numerals,arrowas per IRC:67-2012 Table No 8.3 Supported with back support frame 25mmx25mmx3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M.S.angle iron post of size 65mmX65mmX6mm, 3.45m long, duly painted with with flat oil paint having alternate black and white bands of 25cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cmX60cmX75cm including transportation etc;complete. | 16 | Nos | |
| 44 | 1.43 | ITEM NO.39\nProviding uncoursed rubble masonry of trap / granite / quartzite / gneiss stones in cement mortar 1:6 in foundation and plinth of inner walls / in plinth of external walls including bailing out water manually , striking joints on un exposed faces and watering etc.complete.Bd.H.1 Page No.329 | 30 | Cum | |
| 45 | 1.44 | ITEM NO.40\nProviding second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete.Bd.G.5 Page No.315 | 30 | Cum | |
| 46 | 1.45 | ITEM NO.41 (a)\nProviding and Constructing gabion structure 0.50 Meter high or required section made up of soft mechanically woven hexagonal shaped G.I. wire confirming to IS 16014:2012 having zinc plus\nPVC coating of overall diameter of 3.7 mm and tying lacing wire of 3.2 mm with edge wire confirming to overall diameter 4.4mm edges being mechanically selvedge including placing in position, fitting neatly with trap stone rubble (15 to 23 cm) all loose ends to be securely tied (Excluding transportation) etc. complete.( In Dry condition and for under water installation extra cost to be considered). | 650 | Nos. | |
| 47 | 1.46 | ITEM NO.41 (b)\nProviding and Constructing gabion structure 1 Meter high or required section made up of soft mechanically woven hexagonal shaped G.I. wire confirming to IS 16014:2012 having zinc plus PVC coating of overall diameter of 3.7 mm and tying lacing wire of 3.2 mm with edge wire confirming to overall diameter 4.4mm edges being mechanically selvedge including placing in position, fitting neatly with trap stone rubble (15 to 23 cm) all loose ends to be securely tied (Excluding transportation) etc. complete. ( In Dry condition and for under water installation extra cost to be considered) | 650 | Nos. | |
| 48 | 1.47 | ITEM NO.42\nProviding dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete. Spec As per Bd A 12 page no. 264 | 975 | Cum | |
| 49 | 1.48 | ITEM NO.43\nMetal Beam Crash Barrier Type A, W : Metal Beam Crash Barrier (Providing and erecting a "W "metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810) | 7328 | Rmt | |
| 50 | 1.49 | ITEM NO.44\nGround improvement by stone column 500mm dia along with making bores up to required length , filling with rubble stones, compacting it with vibro hammer including material, temperory casing, labour etc all complete | 7056 | Rmt | |
| 51 | 1.5 | ITEM NO.45\nPlate load test for ground improvement | 2 | No | |
| 52 | 1.51 | ITEM NO.46\nTransplanting of Trees: Planting the tree in the pit filled with good soil, pressed down layer by layer, insecticide to be sprayed before planting, broken limbs tobe removed. tree to be supported by three strong stakes driven into the ground metre away from the stem, transport to the site & planting , preparation of tree basin, watering & maintaining for 1 month after completion of plantation and replacement of casualties till 1 month. | 490 | No. | |
| 53 | 1.52 | ITEM NO.47\nTrees for plantation | |||
| 54 | 1.53 | a) Fan Palm Tree | 164 | Nos. | |
| 55 | 1.54 | b) Gulmohar | 164 | Nos. | |
| 56 | 1.55 | c) Pimple | 164 | Nos. | |
| 57 | 1.56 | Section B STRUCTURE 1( CH. 1+780 TO 2+360, ) | |||
| 58 | 1.57 | ITEM NO.1\nCarrying of detailed topographic survey by using total station along the existing or new road including taking L- section and cross section at every 30 meter ROW, taking at least 10 spot levels per cross section, picking up all existing details inside the Row like electric telephone line, encroachments, structuresetc. connecting all the primary total station contro lpoints by G.I.S. Bench marks level or which ever available with department using auto level and preparing Auto CAD plan by using above data taking out 1 set of black and white printout on 50 micron polyster film sheet A2 size and 2 sets of coloured printout on A2 size submitting soft copy all data on CD. Plain Terrain Existing Alignment. | 1 | Km | |
| 59 | 1.58 | ITEM NO.2\nConstruction of permanent type barricade made of steel components, 1.5m high from road level, fitted with 3 horizontal rails 200mm wide and 4.0m long on 50x50x5mm angle iron vertical support painted with yellow and white strips 150mm in width at an angle of 450 complete as per IRC: SP:55 latest complete | 50 | per\n Barricade | |
| 60 | 1.59 | ITEM NO.3\nProviding traffic warden | 1460 | Days / Shift | |
| 61 | 1.6 | ITEM NO.4\nProviding Vertical Delineator having wide angle cube corner micro prismatic non metallic reflective sheeting confirming to Type XI of ASTMD 4956-09 with White Color and Red Color combination and having minimum of retro reflective exposed area of 125 SqCM on top slots and 35 SqCM on bottoms lots and nedges shall be exposed for tampering. This tubular delineator shall have acore and shell construction, shell shall be made of tough, high impact resistant, injection-molded, thermoplastic outer body and the inner core shall consist of powder coated or painted Mild steel of minimum thickness 1.0 mm. and core-shell structure shall be of height not less than 800 mm above the ground and width not less than 80mm. The metallic core of the delineator shall extend 300 mm beyond the shell length from bottom for installing in the ground. The extended portion shall have slots to insert anchoring rods for enhancing the concrete grip. | 24 | Nos. | |
| 62 | 1.61 | ITEM NO.5\nTaking trial bores 75 to100 mm for 53.0 to 88.9 mm core dia overburden (by diamond drilling machine) such as soil of all sorts, soft murum, hard murum and boulders and in soft rock including all materials such as casing pipes and accessorie soil, grease, steel, rods, and such other materials as required (including conveying the material to site of work). Preserving the loose sample in glass jar and core sample serially on site of work and conveying the same to HQ of concernring officeas directed. a) over burden 0 to 50 meter.As directed by Engineer in charge | 907 | RMT | |
| 63 | 1.62 | ITEM NO.6\nTaking trial bores for detailed investigations in rock strata including all materials such as temporary casing pipes & accessories, grease,steel balls,diamonds bits HX/NX/BX/AX type as per requirements,drill rods, core lifter,reaming shells,core barrels impregnated daimond bits,air houses,water swivels etc.& other such materials as required including conveying such materials and machinery to site works,collecting & preserving the loose samples in a glass or plastic jar collection of water samples wash samples core samples as directed , preserving samples in plastic /glass jars,serially numering cores samples, preseserving core samples properly in core boxes at site of work, preparation and submission of bore logs with soils & rocks classification, conveying samples to headquarter of concerned office as directed etc complete. | 232 | Nos. | |
| 64 | 1.63 | ITEM NO.7\nProviding tun tappa core boxes of jungle wood of size1.25mx 0.35x 0.15m for preserving core sample with all fixtures and fastening handles including locking arrangment etc . complete. As directed by Engineer in charge ks classification, conveying samples to headquarter of concerned office as directed etc complete. | 27 | Nos. | |
| 65 | 1.64 | ITEM NO.8\nConducting standard pentration test on soil, sand by split spoon sample for 100m diameter bore hole including labour & material etc. complete.(Equipment and materials is to be supplied by Department free of cost). | 54 | Nos. | |
| 66 | 1.65 | ITEM NO.9\nCarrying out various tests on sub soil samples as directed etc. complete. | |||
| 67 | 1.66 | a) Seive Analysis | 54 | Per Test | |
| 68 | 1.67 | b) Liquid and plastic limit | 54 | Per Test | |
| 69 | 1.68 | ITEM NO.10\nCarrying out test on rock sample | |||
| 70 | 1.69 | i) Unconfined Compressive Strength | 27 | Nos. | |
| 71 | 1.7 | ii) Dry Density | 27 | Nos. | |
| 72 | 1.71 | iii) Porosity | 27 | Nos. | |
| 73 | 1.72 | iv) Water Absorption | 27 | Nos. | |
| 74 | 1.73 | v) Specific Gravity | 27 | Nos. | |
| 75 | 1.74 | vi) Point Load Index | 27 | Nos. | |
| 76 | 1.75 | ITEM NO.11\nExcavation for foundation hard murum,earth, soils of all types, sand gravel including shoring and strutting as necessary and disposing off excavated stuff excluding dewatering if seperately provided,as directed etc. complete. | 7769 | Cum | |
| 77 | 1.76 | ITEM NO.12\nProviding and laying cast in situ /ready mix M35 RCC for 1200 mm diameter bored pile seach of load capacity as per design and of specified diameter of as directed, placed through steel shell sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement, compaction of concrete and with drawal of steel shell with fully automatic microprocessor based with reversible drum type mixe/ concrete batch mixplant (panmixer) etc.complete. with natural sand/ VSI quality artifical sand as per BR-21 Page 124, MORTH - 1100 and 1700 | 12993 | Rmt | |
| 78 | 1.77 | ITEM NO.13\nEmpty boring through over burden including road crust upto the bottom of pile cap for all diameters of piles. | 890 | Rmt | |
| 79 | 1.78 | ITEM NO.14\nChiseling through soft rock/ weathered rock/ hard rock/ large boulders/ masonary /concrete etc using a chisel weighing not less than 750 kg | 1778 | Rmt | |
| 80 | 1.79 | ITEM NO.15\nChipping and dressing of RCC pile of 1200mm dia to remove surplus concrete above cut off level without damaging the projecting reinforcement including cleaning the Reinforcement and Removing the dismantled materials etc as complete and directed | 494 | Rmt | |
| 81 | 1.8 | ITEM NO.16\nProviding, placing and driving in position 6mm thick permanent MS liner upto required depth with 12 mm thick MS cutting edge of 0.50 meter length of bottom including fabricating, cutting the MS sheet to required diameter and shape,welding the joints and driving with the help of required machineries, all materials, labour and lift etc. complete. | 1053 | MT | |
| 82 | 1.81 | ITEM NO.17\nCarrying out load test for 2.5 times the proposed safe working load on the pile in driven position above 900 mm diameter including construction of test cap, use of accessories and instruments including providing graphs as per I.S. code or Std. Specifications and dismantling the cap etc. and cleaning the site, submission of reports complete. ( excluding cost of pile) | 1 | No | |
| 83 | 1.82 | ITEM NO.18\nConducting Dyamic load test at 1.50 times the design on any dia of pile including all preparations for conducting the test by precasting required C.C. hammer head and all machineries, labour etc including submission of reports with graph and interpretations complete. ( excluding cost of pile) | 10 | No | |
| 84 | 1.83 | ITEM NO.19\nConducting Pile Integrity test | 494 | No | |
| 85 | 1.84 | ITEM NO.20\nProviding and laying PCC in M15 grade levelling course of 100 mm thick below pile cap with fully automatic micro processor PLC with enabled reversible drum type mixer etc. complete. As per M.O.R.T & H 1100, 1700.. | 339 | Cum | |
| 86 | 1.85 | ITEM NO.21\nProviding and laying Cast in situ / Ready Mix cement concrete M-35 of trap metal for R.C.C. pile caps / footing for Gantry as per detailed designs and drawings, including bailing out water manually, centering, formwork, laying/ pumping, compacting, finishing and curing etc. with fully automatic microprocess or based reversible Drum Type mixer/ concrete Batch mix plant (Panmixer) etc. complete.With natural sand/V.S.I. quality Artificial Sand complete.(Excluding steel reinforcement As directed by Engineer in charge | 5496 | Cum | |
| 87 | 1.86 | ITEM NO.22\nProviding and laying in situ / ready mix M-35 cement concrete of trap / granite / quartzite/ gneiss metal for cast in citu R.C.C. solid piers, column etc. including provision of V shape alse jointst of or suitable panel so n the faces to approve design with compacting by vibrating and curing complete. Including plywood/ steel formwork, centering (excluding dewatering by means of pump) and including bailling out water and including CM 1:3 curing complete. a) Height upto 5 M. (With Concrete Mixer) MORT&H (5th Rev.) 1700, 2204, 2304 | 874 | Cum | |
| 88 | 1.87 | ITEM NO.23\nProviding and laying in situ / ready mix controlled M-35 cement concrete of of trap/ granite/ quartzite/ gniess metal for reinforced cement concrete caps over piers and abutments including necessary sacffolding plywood/ steel formwork, compacting by vibrating, finishing in CM 1:3 and curing etc complete ( Excluding reinforcement) Withreversibledrumtypemixer/concretebatchmixplant(pan mixer) . with Natural / VSI standard Artificial Sand | 1742 | Cum | |
| 89 | 1.88 | ITEM NO.24\nProviding and laying in situ/ ready mix M-25 plain cement concrete of trap/ granite/ quartzite/ gneiss metal for cast in situ piers, abutment, returns, wings etc.including provision of "V" shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/ steel formwork centering (excluding dewatering by means of pump) and including bailling out water and curing finishing in CM 1:3 etc.complete.as directed by engineer incharge basic rate shall be increased for height above 5.00m in following manners b) Height upto 5 M. (With Batch Mix Plant) | 1302 | Cum | |
| 90 | 1.89 | ITEM NO.25\nProviding and laying in position RCC M35 in pedestal using stone metal, natural or crushed sand, OPC 43/53 grade, including necessary formwork, centering, mixing in mechanised batch mix plant, compacting, curing and finishing as directed and including all leads and lifts etc. complete. (excluding steel reinforcement) | 115 | Cum | |
| 91 | 1.9 | ITEM NO.26\nSupplying, fitting and fixing in position true to line and level elastomeric bearing including all accessories as per drawing and technical specifications and IRC:83 (Pt-II) section IX and clause 2005 of MoRTH specifications etc. complete | 7.65e+06 | MT | |
| 92 | 1.91 | ITEM NO.27\nProviding and casting special grade in M45 controlled cement concrete for prestressed concrete work for main girder including slab, cross girder etc. including centering and scaffolding or launching including necessary plant and machinery for the job shuttering, vibrating, curing, finishing etc. complete. (fully automatic microprocessor based concrete batch mix plant or pan mixer with Natural / VSI standard Artificial Sand | 9117 | Cum | |
| 93 | 1.92 | ITEM NO.28\nProviding Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with R.C.C. M40 Grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia,450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per designgive nintheen closure to MOSTcircular No.RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer , all as specified etc. complete. Spec: MORT and H 2013 Cl 811 Page No 360 | 1928 | Rmt | |
| 94 | 1.93 | ITEM NO.29\nProviding and laying of RCC in M40 grade approach slab including reinforcement and formwork complete withfully automatic micro processor PLC with enabled reversible drum type mixer/concrete batch mix plant (pan mixer)as per drawings and technical specifications etc.complete. | 137 | Cum | |
| 95 | 1.94 | ITEM NO.30\nProviding, cutting , bending, hooking, tying and laying in position TMT FE500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete | 4860 | MT | |
| 96 | 1.95 | ITEM NO.31\nProviding and fixing in position to the exact profile and prestressing the high tensile strands to specified ultimate strength, standard end an chorages,cable ducts,grouting ducts after prestressing and bearing plates with wedges as per detailed drawings including necessary plant and machinery for prestressing etc. complete. | 319 | MT | |
| 97 | 1.96 | ITEM NO.32\nProviding Fusion Bonded Epoxy Coating (FBEC) to reinforced bars of 16mm dia meter as per IS:13620-1993 specifications for a thickness of 175 micron Permissible variation of 50 micron including testing of coating at plant extra cost for care ful handing using PVC coating, binding wires in stead of G.I. wires to and from Plant) touching up the material supplied repair work etc complete as per detailed specifications. (Lead 200 km from plant) etc complete.(Item shall be used for new structures.)Note:The item should be executed with prior approval of Superintending Engineer. FREQUENCY OF TEST OF FUSION BONDED EPOXY COATa) Coating thickness shall be tested at a frequency of not less than one full length bar every twenty bars for each size b ) continuity of coating shall be determined by testing one full length bar in every twenty bars for each size c) Coating thickness over the whole of the coated bar section shall be determined by sectioning and examining one barin every twenty tonnes for each size. | 4860 | MT | |
| 98 | 1.97 | ITEM NO.33\nProviding and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm to be installed by the manufacturer / supplier to the authorized representative ensuring compliance to the manufacturers instruction for installation as per approved drawings and stndard specifications etc. complete MORT and H 2600 | 786 | Rmt | |
| 99 | 1.98 | ITEM NO.34\nProviding and applying approved quality coal tar epoxy paint in three coats for surface of pier, foundation, pile cap below ground leve;. including cleaning surface, scaffolding etc. complete | 6745 | Sqm | |
| 100 | 1.99 | ITEM NO.35\nProviding and applying Anticarbonation acrylic paint in two coats over required coat of primer to the exposed superstructure, concrete surface, including cleaning & preparing the surface, watering for 2 days including cost of material, machinery, scaffolding, equipment, labour etc complete | 49854 | Sqm | |
| 101 | 2 | ITEM NO.36\nPainting to coat after filling the surface with synthetic enamel paint in all shades on new concrete surfaces complete | 1928 | Sqm | |
| 102 | 2.01 | ITEM NO.37\nProviding and fixing bituminous pad 25 mm thick for expansion joints in retaining wall, compound wall etc. complete. | 107 | Sqm | |
| 103 | 2.02 | ITEM NO.38\nProviding bitumen 25 mm thk mastic asphalt wearing coat excluding tack coat etc. complete as per drawing and technical specification (with lead of material 5 km) | 13298 | Sqm | |
| 104 | 2.03 | ITEM NO.39\nDENSE BITUMINOUS MACADAM: Proving and laying dense bituminous macadam using crushed aggregates of grading 2, premixed with bituminous binder VG30 Bitumen @ 4.50 percent by weight of total mix and filler, transported to 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 .USING 80 TPH Batch mix type hot mix plant , Sensor Paver, Intelligent Compactor with compaction analyzer and VSat attachment with Stone Dust filler. as per MORT&H 505 | 665 | Cum | |
| 105 | 2.04 | ITEM NO.40\nProviding & laying 3mm thick waterproof membrane as per specification as directed by Engineer in Charge. ( inclusive of all materials, tools & plants) | 13298 | Sqm | |
| 106 | 2.05 | ITEM NO.41\nProviding & fixing 80 mm thick interlocking unishape concrete pavers (monolithic-single layer precast concrete blocks) of gray cement coloured in the carriageway having average crushing strength 50N/sq.m.m. as per technical specification, placed on average compacted thickness of 25mm, uniformly graded river sand cushioning with proper compacting with mechanical compactor with the proper level, grade and camber etc.complete as specified and as directed by the Engineer. | 1755 | Sqm | |
| 107 | 2.06 | ITEM NO.42\nProviding and laying in situ/ ready mix M30 RCC of trap/ granite/ quartzite/ gneiss metal for RCC work of ballast walls, kerb sand box returns including scaffolding, compaction, formwork finishing and curing etc. complete. (excluding reinforcement, with fully automatic micro process or based PLC with SCADA enabled concrete batch mix plant/ panmixer with Natural / VSI standard Artificial Sand) | 99 | Cum | |
| 108 | 2.07 | ITEM NO.43\nProviding and applying tack coat on the prepared surface heating by flames in Boiler and spraying bitumen with sprayer on Concrete surface treated with primer @3.25kg/10 sqm with VG-30 bulk Bitumen | 13298 | Sqm | |
| 109 | 2.08 | ITEM NO.44\nPrimecoat-Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying, primer at the rate of 0.60 kg/sqm using mechanical means. | 13298 | Sqm | |
| 110 | 2.09 | ITEM NO.45\nRoad Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface-Providing and laying of hot applied thermoplastic compound 2.5 mmt thick including reflectorizing glass beads @250gms per sqm area,thickness of 2.5 mm is exclusive of surface applied glass bead as per IRC:35. The finished surface to bed level, uniform and free from streaks and holes.complete.\nYellow Paint | 215 | Sqt | |
| 111 | 2.1 | ITEM NO.46\nProviding 100 mm diameter GI water spouts as per detailed drawings in RCC slab and wearing surface/ kerb etc.complete | 208 | Nos. | |
| 112 | 2.11 | ITEM NO.47\nProviding and laying in situ/ ready mix M25 RCC of trap/ granite/ quartzite/ gneiss metal for RCC work of Return , ballast walls, kerbs and box returns including scaffolding, compaction, formwork finishing and curing etc. complete. (excluding reinforcement, with fully automatic micro process or based PLC with SCADA enabled concrete batch mix plant/ panmixer with Natural / VSI standard Artificial Sand) | 499 | Cum | |
| 113 | 2.12 | ITEM NO.48\nSubgrade 300mmThick - Supplying hard murum / kankar at the road site,Spreading hard murum for side width and Compacting the hard murum side widths including laying in layers for Subgrade 300mm thick | 90 | Cum | |
| 114 | 2.13 | ITEM NO.49\nConstruction 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 power roller to achieve the desire density, complete as per clause 401-- Plant Mix Method and Grading II material | 76 | Cum | |
| 115 | 2.14 | ITEM NO.50\nWet Mix Macadam - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Laying By Grader/ Paver. as per MORT&H 406. | 76 | Cum | |
| 116 | 2.15 | ITEM NO.51\nConstruction 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 25mm, ,cement content not to be less than 150kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10Mpa at 7 days, 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. .as per MORT&H 601 | 45 | Cum | |
| 117 | 2.16 | ITEM NO.52\nProviding and laying Pavement Quality Concrete of M-40 grade (cast in situ) of trap metal including providing 125 micron thick impermeable plastic sheet membrane over the surface to be covered,coarse and fine aggregates of specified gradation using minimum cement content of 350 kg/cum., approved admixtures, mixing as per the design mix to the specified workability, providing necessary side forms,rails and guidewires,transporting the mix with transit mixers and laying and spreading within fixed form by mechanical auger and compacting with plate vibrator and minimum ten needle vibrators,curing with approved resin based aluminised reflective curing compound and covering with moist hessian or ponding and sprinkling of water for a minimum period of 14 days, fixing dowels, tie-bars,cutting joints,joint-fillers, sealants, reinforced fibers at 125 kg/cum and all types of joints and finishing to the desired surface texture including all material, labour, machinery with all leads and lifts etc complete. without flyash MORTH 602 | 90 | Cum | |
| 118 | 2.17 | ITEM NO.53\nProviding and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 2 mm thick Al / 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm - 3.5 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor Regulatory sign boards of 90 cm Diameter.\nSpec. No.: IRC-67 of 2012 | 2 | Nos. | |
| 119 | 2.18 | ITEM NO.54\nProviding and fixing of retro-reflect orised informatory sign board rectangular/ Square in shape having area less than 0.9 square meter made out of 2mm aluminums heet bonded with white retroreflective sheeting of Class C (Type XI Microprismatic grade sheeting) having pressure sensitive/ heat activated adhesive retoreflective specified background, border and back side retoreflctive symbols,letters,numerals,arrowas per IRC:67-2012 Table No8.3, supported with back support frame 25mm x25mmx3mm, duly painted on back side with two coats of grey stove enamel paint and supported on one no. mild steel angle iron post 75mmx75mmx6mm, 3.5mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45cmx45cmx60cm,60cm below ground level as per approved drawing | 2 | Sqt | |
| 120 | 2.19 | Section C STRUCTURE 2 ( 4+830 TO 5090) | |||
| 121 | 2.2 | ITEM NO.1\nCarrying of detailed topographic survey by using total station along the existing or new road including taking L- section and cross section at every 30 meter ROW, taking at least 10 spot levels per cross section, picking up all existing details inside the Row like electric telephone line, encroachments, structuresetc. connecting all the primary total station contro lpoints by G.I.S. Bench marks level or which ever available with department using auto level and preparing Auto CAD plan by using above data taking out 1 set of black and white printout on 50 micron polyster film sheet A2 size and 2 sets of coloured printout on A2 size submitting soft copy all data on CD. Plain Terrain Existing Alignment. | 1 | Sqm | |
| 122 | 2.21 | ITEM NO.2\nConstruction of permanent type barricade made of steel components, 1.5m high from road level, fitted with 3 horizontal rails 200mm wide and 4.0m long on 50x50x5mm angle iron vertical support painted with yellow and white strips 150mm in width at an angle of 450 complete as per IRC: SP:55 latest complete | 50 | per \nBarricade | |
| 123 | 2.22 | ITEM NO.3\nProviding traffic warden | 365 | Days / Shift | |
| 124 | 2.23 | ITEM NO.4\nProviding Vertical Delineator having wide angle cube corner micro prismatic non metallic reflective sheeting confirming to Type XI of ASTMD 4956-09 with White Color and Red Color combination and having minimum of retro reflective exposed area of 125 SqCM on top slots and 35 SqCM on bottoms lots and nedges shall be exposed for tampering. This tubular delineator shall have acore and shell construction, shell shall be made of tough, high impact resistant, injection-molded, thermoplastic outer body and the inner core shall consist of powder coated or painted Mild steel of minimum thickness 1.0 mm. and core-shell structure shall be of height not less than 800 mm above the ground and width not less than 80mm. The metallic core of the delineator shall extend 300 mm beyond the shell length from bottom for installing in the ground. The extended portion shall have slots to insert anchoring rods for enhancing the concrete grip. | 22 | Nos. | |
| 125 | 2.24 | ITEM NO.5\nTaking trial bores 75 to100 mm for 53.0 to 88.9 mm core dia overburden (by diamond drilling machine) such as soil of all sorts, soft murum, hard murum and boulders and in soft rock including all materials such as casing pipes and accessorie soil, grease, steel, rods, and such other materials as required (including conveying the material to site of work). Preserving the loose sample in glass jar and core sample serially on site of work and conveying the same to HQ of concernring officeas directed. a) over burden 0 to 50 meter.As directed by Engineer in charge | 362 | RMT | |
| 126 | 2.25 | ITEM NO.6\nTaking trial bores for detailed investigations in rock strata including all materials such as temporary casing pipes & accessories, grease,steel balls,diamonds bits HX/NX/BX/AX type as per requirements,drill rods, core lifter,reaming shells,core barrels impregnated daimond bits,air houses,water swivels etc.& other such materials as required including conveying such materials and machinery to site works,collecting & preserving the loose samples in a glass or plastic jar collection of water samples wash samples core samples as directed , preserving samples in plastic /glass jars,serially numering cores samples, preseserving core samples properly in core boxes at site of work, preparation and submission of bore logs with soils & rocks classification, conveying samples to headquarter of concerned office as directed etc complete. | 120 | RMT | |
| 127 | 2.26 | ITEM NO.7\nProviding tun tappa core boxes of jungle wood of size1.25mx 0.35x 0.15m for preserving core sample with all fixtures and fastening handles including locking arrangment etc . complete. As directed by Engineer in charge | 14 | Nos. | |
| 128 | 2.27 | ITEM NO.8\nConducting standard pentration test on soil, sand by split spoon sample for 100m diameter bore hole including labour & material etc. complete.(Equipment and materials is to be supplied by Department free of cost). | 28 | RMT | |
| 129 | 2.28 | ITEM NO.9\nCarrying out various tests on sub soil samples as directed etc. complete. | |||
| 130 | 2.29 | a) Seive Analysis | 28 | Per Test | |
| 131 | 2.3 | b) Liquid and plastic limit | 28 | Per Test | |
| 132 | 2.31 | ITEM NO.10\nCarrying out test on rock sample | |||
| 133 | 2.32 | i) Unconfined Compressive Strength | 14 | Per Test | |
| 134 | 2.33 | ii) Dry Density | 14 | Per Test | |
| 135 | 2.34 | iii) Porosity | 14 | Per Test | |
| 136 | 2.35 | iv) Water Absorption | 14 | Per Test | |
| 137 | 2.36 | v) Specific Gravity | 14 | Per Test | |
| 138 | 2.37 | vi) Point Load Index | 14 | Per Test | |
| 139 | 2.38 | ITEM NO.11\nExcavation for foundation in hard murum including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete. | 2603 | Cum | |
| 140 | 2.39 | ITEM NO.12\nProviding and laying cast in situ /ready mix M35 RCC for 1200 mm diameter bored pile seach of load capacity as per design and of specified diameter of as directed, placed through steel shell sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement, compaction of concrete and with drawal of steel shell with fully automatic microprocessor based with reversible drum type mixe/ concrete batch mixplant (panmixer) etc.complete. with natural sand/ VSI quality artifical sand as per BR-21 Page 124, MORTH - 1100 and 1700 | 3369 | RMt | |
| 141 | 2.4 | ITEM NO.13\nEmpty boring through over burden including road crust upto the bottom of pile cap for all diameters of piles. | 298 | RMt | |
| 142 | 2.41 | ITEM NO.14\nChiseling through soft rock/ weathered rock/ hard rock/ large boulders/ masonary /concrete etc using a chisel weighing not less than 750 kg | 446 | RMt | |
| 143 | 2.42 | ITEM NO.15\nChipping and dressing of RCC pile of 1200mm dia to remove surplus concrete above cut off level without damaging the projecting reinforcement including cleaning the Reinforcement and Removing the dismantled materials etc as complete and directed | 124 | RMt | |
| 144 | 2.43 | ITEM NO.16\nProviding, placing and driving in position 6mm thick permanent MS liner upto required depth with 12 mm thick MS cutting edge of 0.50 meter length of bottom including fabricating, cutting the MS sheet to required diameter and shape,welding the joints and driving with the help of required machineries, all materials, labour and lift etc. complete. | 264 | MT | |
| 145 | 2.44 | ITEM NO.17\nCarrying out load test for 2.5 times the proposed safe working load on the pile in driven position above 900 mm diameter including construction of test cap, use of accessories and instruments including providing graphs as per I.S. code or Std. Specifications and dismantling the cap etc. and cleaning the site, submission of reports complete. ( excluding cost of pile) | 1 | No | |
| 146 | 2.45 | ITEM NO.18\nConducting Dyamic load test at 1.50 times the design on any dia of pile including all preparations for conducting the test by precasting required C.C. hammer head and all machineries, labour etc including submission of reports with graph and interpretations complete. ( excluding cost of pile) | 3 | No | |
| 147 | 2.46 | ITEM NO.19\nConducting Pile Integrity test | 110 | No | |
| 148 | 2.47 | ITEM NO.20\nProviding and laying PCC in M15 grade levelling course of 100 mm thick below pile cap with fully automatic micro processor PLC with enabled reversible drum type mixer etc. complete. As per M.O.R.T & H 1100, 1700. | 87 | Cum | |
| 149 | 2.48 | ITEM NO.21\nProviding and laying Cast in situ / Ready Mix cement concrete M-35 of trap metal for R.C.C. pile caps / footing for Gantry as per detailed designs and drawings, including bailing out water manually, centering, formwork, laying/ pumping, compacting, finishing and curing etc. with fully automatic microprocess or based reversible Drum Type mixer/ concrete Batch mix plant (Panmixer) etc. complete.With natural sand/V.S.I. quality Artificial Sand complete.(Excluding steel reinforcement As directed by Engineer in charge | 1315 | Cum | |
| 150 | 2.49 | ITEM NO.22\nProviding and laying in situ / ready mix controlled M-35 cement concrete of of trap/ granite/ quartzite/ gniess metal for reinforced cement concrete caps over piers and abutments including necessary sacffolding plywood/ steel formwork, compacting by vibrating, finishing in CM 1:3 and curing etc complete ( Excluding reinforcement) With reversible drum type mixer/ concrete batch mix plant (pan mixer) . with Natural / VSI standard Artificial Sand | 769 | Cum | |
| 151 | 2.5 | ITEM NO.23\nProviding and laying in situ/ ready mix M-25 plain cement concrete of trap/ granite/ quartzite/ gneiss metal for cast in situ piers, abutment, returns, wings etc.including provision of "V" shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/ steel formwork centering (excluding dewatering by means of pump) and including bailling out water and curing finishing in CM 1:3 etc.complete.as directed by engineer incharge basic rate shall be increased for height above 5.00m in following manners b) Height upto 5 M. (With Batch Mix Plant) | 194 | Cum | |
| 152 | 2.51 | ITEM NO.24\nProviding and laying in position RCC M35 in pedestal using stone metal, natural or crushed sand, OPC 43/53 grade, including necessary formwork, centering, mixing in mechanised batch mix plant, compacting, curing and finishing as directed and including all leads and lifts etc. complete. (excluding steel reinforcement) | 58 | Cum | |
| 153 | 2.52 | ITEM NO.25\nSupplying, fitting and fixing in position true to line and level elastomeric bearing including all accessories as per drawing and technical specifications and IRC:83 (Pt-II) section IX and clause 2005 of MoRTH specifications etc. complete | 3.8675e+06 | MT | |
| 154 | 2.53 | ITEM NO.26\nProviding and casting special grade in M45 controlled cement concrete for prestressed concrete work for main girder including slab, cross girder etc. including centering and scaffolding or launching including necessary plant and machinery for the job shuttering, vibrating, curing, finishing etc. complete. (fully automatic microprocessor based concrete batch mix plant or pan mixer with Natural / VSI standard Artificial Sand | 3206 | Cum | |
| 155 | 2.54 | ITEM NO.27\nProviding Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with R.C.C. M40 Grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia,450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per designgive nintheen closure to MOSTcircular No.RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer , all as specified etc. complete. Spec: MORT and H 2013 Cl 811 Page No 360 | 536 | RMt | |
| 156 | 2.55 | ITEM NO.28\nProviding and laying of RCC in M40 grade approach slab including reinforcement and formwork complete withfully automatic micro processor PLC with enabled reversible drum type mixer/concrete batch mix plant (pan mixer)as per drawings and technical specifications etc.complete. | 38 | Cum | |
| 157 | 2.56 | ITEM NO.29\nProviding, cutting , bending, hooking, tying and laying in position TMT FE500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete | 1334 | MT | |
| 158 | 2.57 | ITEM NO.30\nProviding and fixing in position to the exact profile and prestressing the high tensile strands to specified ultimate strength, standard end an chorages,cable ducts,grouting ducts after prestressing and bearing plates with wedges as per detailed drawings including necessary plant and machinery for prestressing etc. complete. | 112 | MT | |
| 159 | 2.58 | ITEM NO.31\nProviding Fusion Bonded Epoxy Coating (FBEC) to reinforced bars of 16mm dia meter as per IS:13620-1993 specifications for a thickness of 175 micron Permissible variation of 50 micron including testing of coating at plant extra cost for care ful handing using PVC coating, binding wires in stead of G.I. wires to and from Plant) touching up the material supplied repair work etc complete as per detailed specifications. (Lead 200 km from plant) etc complete.(Item shall be used for new structures.)Note:The item should be executed with prior approval of Superintending Engineer. FREQUENCY OF TEST OF FUSION BONDED EPOXY COATa) Coating thickness shall be tested at a frequency of not less than one full length bar every twenty bars for each size b ) continuity of coating shall be determined by testing one full length bar in every twenty bars for each size . | 1334 | MT | |
| 160 | 2.59 | ITEM NO.32\nProviding and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm to be installed by the manufacturer / supplier to the authorized representative ensuring compliance to the manufacturers instruction for installation as per approved drawings and stndard specifications etc. complete MORT and H 2600 | 252 | RMt | |
| 161 | 2.6 | ITEM NO.33\nProviding and applying approved quality coal tar epoxy paint in three coats for surface of pier, foundation, pile cap below ground leve;. including cleaning surface, scaffolding etc. complete | 1496 | Sqm | |
| 162 | 2.61 | ITEM NO.34\nProviding and applying Anticarbonation acrylic paint in two coats over required coat of primer to the exposed superstructure, concrete surface, including cleaning & preparing the surface, watering for 2 days including cost of material, machinery, scaffolding, equipment, labour etc complete | 7861 | Sqm | |
| 163 | 2.62 | ITEM NO.35\nPainting to coat after filling the surface with synthetic enamel paint in all shades on new concrete surfaces complete | 536 | Sqm | |
| 164 | 2.63 | ITEM NO.36\nProviding bitumen 25 mm thk mastic wearing coat excluding tack coat etc. complete as per drawing and technical specification (with lead of material 5 km) | 3640 | Sqm | |
| 165 | 2.64 | ITEM NO.37\nDENSE BITUMINOUS MACADAM: Proving and laying dense bituminous macadam using crushed aggregates of grading 2, premixed with bituminous binder VG30 Bitumen @ 4.50 percent by weight of total mix and filler, transported to 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 .USING 80 TPH Batch mix type hot mix plant , Sensor Paver, Intelligent Compactor with compaction analyzer and VSat attachment with Stone Dust filler. as per MORT&H 505 | 182 | Cum | |
| 166 | 2.65 | ITEM NO.38\nProviding & laying 3mm thick waterproof membrane as per specification as directed by Engineer in Charge. ( inclusive of all materials, tools & plants) | 3640 | Sqm | |
| 167 | 2.66 | ITEM NO.39\nProviding and fixing bituminous pad 25 mm thick for expansion joints in retaining wall, compound wall etc. complete. | 31 | Sqm | |
| 168 | 2.67 | ITEM NO.40\nProviding & fixing 80 mm thick interlocking unishape concrete pavers (monolithic-single layer precast concrete blocks) of gray cement coloured in the carriageway having average crushing strength 50N/sq.m.m. as per technical specification, placed on average compacted thickness of 25mm, uniformly graded river sand cushioning with proper compacting with mechanical compactor with the proper level, grade and camber etc.complete as specified and as directed by the Engineer. | 624 | Sqm | |
| 169 | 2.68 | ITEM NO.41\nProviding and laying in situ/ ready mix M30 RCC of trap/ granite/ quartzite/ gneiss metal for RCC work of ballast walls, kerb sand box returns including scaffolding, compaction, formwork finishing and curing etc. complete. (excluding reinforcement, with fully automatic micro process or based PLC with SCADA enabled concrete batch mix plant/ panmixer with Natural / VSI standard Artificial Sand) | 48 | Cum | |
| 170 | 2.69 | ITEM NO.42\nPrimecoat-Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying, primer at the rate of 0.60 kg/sqm using mechanical means. | 3640 | Sqm | |
| 171 | 2.7 | ITEM NO.43\nProviding and applying tack coat on the prepared surface heating by flames in Boiler and spraying bitumen with sprayer on Concrete surface treated with primer @3.25kg/10 sqm with VG-30 bulk Bitumen | 3640 | Sqm | |
| 172 | 2.71 | ITEM NO.44\nRoad Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface-Providing and laying of hot applied thermoplastic compound 2.5 mmt thick including reflectorizing glass beads @250gms per sqm area,thickness of 2.5 mm is exclusive of surface applied glass bead as per IRC:35. The finished surface to bed level, uniform and free from streaks and holes.complete. | 102 | Sqm | |
| 173 | 2.72 | ITEM NO.45\nProviding 100 mm diameter GI water spouts as per detailed drawings in RCC slab and wearing surface/ kerb etc.complete | 52 | Nos. | |
| 174 | 2.73 | ITEM NO.46\nProviding and laying in situ/ ready mix M25 RCC of trap/ granite/ quartzite/ gneiss metal for RCC work of Return , ballast walls, kerbs and box returns including scaffolding, compaction, formwork finishing and curing etc. complete. (excluding reinforcement, with fully automatic micro process or based PLC with SCADA enabled concrete batch mix plant/ panmixer with Natural / VSI standard Artificial Sand) | 257 | Cum | |
| 175 | 2.74 | ITEM NO.47\nSubgrade 300mmThick - Supplying hard murum / kankar at the road site,Spreading hard murum for side width and Compacting the hard murum side widths including laying in layers for Subgrade 300mm thick | 43 | Cum | |
| 176 | 2.75 | ITEM NO.48\nConstruction 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 power roller to achieve the desire density, complete as per clause 401-- Plant Mix Method and Grading II material | 36 | Cum | |
| 177 | 2.76 | ITEM NO.49\nWet Mix Macadam - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Laying By Grader/ Paver. as per MORT&H 406. | 36 | Cum | |
| 178 | 2.77 | ITEM NO.50\nConstruction 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 25mm, ,cement content not to be less than 150kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10Mpa at 7 days, 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. .as per MORT&H 601 | 22 | Cum | |
| 179 | 2.78 | ITEM NO.51\nProviding and laying Pavement Quality Concrete of M-40 grade (cast in situ) of trap metal including providing 125 micron thick impermeable plastic sheet membrane over the surface to be covered,coarse and fine aggregates of specified gradation using minimum cement content of 350 kg/cum., approved admixtures, mixing as per the design mix to the specified workability, providing necessary side forms,rails and guidewires,transporting the mix with transit mixers and laying and spreading within fixed form by mechanical auger and compacting with plate vibrator and minimum ten needle vibrators,curing with approved resin based aluminised reflective curing compound and covering with moist hessian or ponding and sprinkling of water for a minimum period of 14 days, fixing dowels, tie-bars,cutting joints,joint-fillers, sealants, reinforced fibers at 125 kg/cum and all types of joints and finishing to the desired surface texture including all material, labour, machinery with all leads and lifts etc complete. without flyash MORTH 602 | 43 | Cum | |
| 180 | 2.79 | ITEM NO.52\nProviding and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 2 mm thick Al / 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm - 3.5 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor Regulatory sign boards of 90 cm Diameter.\nSpec. No.: IRC-67 of 2012 | 2 | Nos. | |
| 181 | 2.8 | ITEM NO.53\nProviding and fixing of retro-reflect orised informatory sign board rectangular/ Square in shape having area less than 0.9 square meter made out of 2mm aluminums heet bonded with white retroreflective sheeting of Class C (Type XI Microprismatic grade sheeting) having pressure sensitive/ heat activated adhesive retoreflective specified background, border and back side retoreflctive symbols,letters,numerals,arrowas per IRC:67-2012 Table No8.3, supported with back support frame 25mm x25mmx3mm, duly painted on back side with two coats of grey stove enamel paint and supported on one no. mild steel angle iron post 75mmx75mmx6mm, 3.5mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45cmx45cmx60cm,60cm below ground level as pera pproved drawing | 2 | Sqm | |
| 182 | 2.81 | Section D MINOR BRIDGES ( SPAN 1X 25 M) (CH3+970 TO CH 3+996) | |||
| 183 | 2.82 | ITEM NO.1\nCarrying of detailed topographic survey by using total station along the existing or new road including taking L- section and cross section at every 30 meter ROW, taking at least 10 spot levels per cross section, picking up all existing details inside the Row like electric telephone line, encroachments, structuresetc. connecting all the primary total station contro lpoints by G.I.S. Bench marks level or which ever available with department using auto level and preparing Auto CAD plan by using above data taking out 1 set of black and white printout on 50 micron polyster film sheet A2 size and 2 sets of coloured printout on A2 size submitting soft copy all data on CD. Plain Terrain Existing Alignment. | 1 | Sq, | |
| 184 | 2.83 | ITEM NO.2\nProviding Vertical Delineator having wide angle cube corner micro prismatic non metallic reflective sheeting confirming to Type XI of ASTMD 4956-09 with White Color and Red Color combination and having minimum of retro reflective exposed area of 125 SqCM on top slots and 35 SqCM on bottoms lots and nedges shall be exposed for tampering. This tubular delineator shall have acore and shell construction, shell shall be made of tough, high impact resistant, injection-molded, thermoplastic outer body and the inner core shall consist of powder coated or painted Mild steel of minimum thickness 1.0 mm. and core-shell structure shall be of height not less than 800 mm above the ground and width not less than 80mm. The metallic core of the delineator shall extend 300 mm beyond the shell length from bottom for installing in the ground. The extended portion shall have slots to insert anchoring rods for enhancing the concrete grip. | 4 | No | |
| 185 | 2.84 | ITEM NO.3\nTaking trial bores 75 to100 mm for 53.0 to 88.9 mm core dia overburden (by diamond drilling machine) such as soil of all sorts, soft murum, hard murum and boulders and in soft rock including all materials such as casing pipes and accessorie soil, grease, steel, rods, and such other materials as required (including conveying the material to site of work). Preserving the loose sample in glass jar and core sample serially on site of work and conveying the same to HQ of concernring officeas directed. a) over burden 0 to 50 meter.As directed by Engineer in charge | 46 | RMT | |
| 186 | 2.85 | ITEM NO.4\nTaking trial bores for detailed investigations in rock strata including all materials such as temporary casing pipes & accessories, grease,steel balls,diamonds bits HX/NX/BX/AX type as per requirements,drill rods, core lifter,reaming shells,core barrels impregnated daimond bits,air houses,water swivels etc.& other such materials as required including conveying such materials and machinery to site works,collecting & preserving the loose samples in a glass or plastic jar collection of water samples wash samples core samples as directed , preserving samples in plastic /glass jars,serially numering cores samples, preseserving core samples properly in core boxes at site of work, preparation and submission of bore logs with soils & rocks classification, conveying samples to headquarter of concerned office as directed etc complete. | 17 | RMT | |
| 187 | 2.86 | ITEM NO.5\nProviding tun tappa core boxes of jungle wood of size1.25mx 0.35x 0.15m for preserving core sample with all fixtures and fastening handles including locking arrangment etc . complete. As directed by Engineer in charge | 2 | Nos. | |
| 188 | 2.87 | ITEM NO.6\nConducting standard pentration test on soil, sand by split spoon sample for 100m diameter bore hole including labour & material etc. complete.(Equipment and materials is to be supplied by Department free of cost). | 4 | Nos. | |
| 189 | 2.88 | ITEM NO.7\nCarrying out various tests on sub soil samples as directed etc. complete. | |||
| 190 | 2.89 | a) Seive Analysis | 4 | Per test | |
| 191 | 2.9 | b) Liquid and plastic limit | 4 | Per test | |
| 192 | 2.91 | ITEM NO.8\nCarrying out test on rock sample. | |||
| 193 | 2.92 | i) Unconfined Compressive Strength | 2 | Per test | |
| 194 | 2.93 | ii) Dry Density | 2 | Per test | |
| 195 | 2.94 | iii) Porosity | 2 | Per test | |
| 196 | 2.95 | iv) Water Absorption | 2 | Per test | |
| 197 | 2.96 | v) Specific Gravity | 2 | Per test | |
| 198 | 2.97 | vi) Point Load Index | 2 | Per test | |
| 199 | 2.98 | ITEM NO.9\nExcavation for foundation in hard murum including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete. | 1698 | Cum | |
| 200 | 2.99 | ITEM NO.10\nProviding and laying cast in situ /ready mix M35 RCC for 1200 mm diameter bored pile seach of load capacity as per design and of specified diameter of as directed, placed through steel shell sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement, compaction of concrete and with drawal of steel shell with fully automatic microprocessor based with reversible drum type mixe/ concrete batch mixplant (panmixer) etc.complete. with natural sand/ VSI quality artifical sand as per BR-21 Page 124, MORTH - 1100 and 1700. | 1036 | RMT | |
| 201 | 3 | ITEM NO.11\nEmpty boring through over burden including road crust upto the bottom of pile cap for all diameters of piles. | 150 | RMT | |
| 202 | 3.01 | ITEM NO.12\nChiseling through soft rock/ weathered rock/ hard rock/ large boulders/ masonary /concrete etc using a chisel weighing not less than 750 kg | 158 | RMT | |
| 203 | 3.02 | ITEM NO.13\nChipping and dressing of RCC pile of 1200mm dia to remove surplus concrete above cut off level without damaging the projecting reinforcement including cleaning the Reinforcement and Removing the dismantled materials etc as complete and directed | 44 | RMT | |
| 204 | 3.03 | ITEM NO.14\nProviding, placing and driving in position 6mm thick permanent MS liner upto required depth with 12 mm thick MS cutting edge of 0.50 meter length of bottom including fabricating, cutting the MS sheet to required diameter and shape,welding the joints and driving with the help of required machineries, all materials, labour and lift etc. complete. | 94 | MT | |
| 205 | 3.04 | ITEM NO.15\nCarrying out load test for 2.5 times the proposed safe working load on the pile in driven position above 900 mm diameter including construction of test cap, use of accessories and instruments including providing graphs as per I.S. code or Std. Specifications and dismantling the cap etc. and cleaning the site, submission of reports complete. ( excluding cost of pile) | 1 | Nos. | |
| 206 | 3.05 | ITEM NO.16\nConducting Dyamic load test at 1.50 times the design on any dia of pile including all preparations for conducting the test by precasting required C.C. hammer head and all machineries, labour etc including submission of reports with graph and interpretations complete. ( excluding cost of pile) | 1 | No | |
| 207 | 3.06 | ITEM NO.17\nConducting Pile Integrity test | 44 | No | |
| 208 | 3.07 | ITEM NO.18\nProviding and laying PCC in M15 grade levelling course of 100 mm thick below pile cap with fully automatic micro processor PLC with enabled reversible drum type mixer etc. complete. As per M.O.R.T & H 1100, 1700. | 45 | Cum | |
| 209 | 3.08 | ITEM NO.19\nProviding and laying Cast in situ / Ready Mix cement concrete M-35 of trap metal for R.C.C. pile caps / footing for Gantry as per detailed designs and drawings, including bailing out water manually, centering, formwork, laying/ pumping, compacting, finishing and curing etc. with fully automatic microprocess or based reversible Drum Type mixer/ concrete Batch mix plant (Panmixer) etc. complete.With natural sand/V.S.I. quality Artificial Sand complete.(Excluding steel reinforcement As directed by Engineer in charge | 691 | Cum | |
| 210 | 3.09 | ITEM NO.20\nProviding and laying in situ / ready mix controlled M-35 cement concrete of of trap/ granite/ quartzite/ gniess metal for reinforced cement concrete caps over piers and abutments including necessary sacffolding plywood/ steel formwork, compacting by vibrating, finishing in CM 1:3 and curing etc complete ( Excluding reinforcement) With reversible drum type mixer/ concrete batch mix plant (pan mixer) . with Natural / VSI standard Artificial Sand | 63 | Cum | |
| 211 | 3.1 | ITEM NO.21\nProviding and laying in situ/ ready mix M-25 plain cement concrete of trap/ granite/ quartzite/ gneiss metal for cast in situ piers, abutment, returns, wings etc.including provision of "V" shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/ steel formwork centering (excluding dewatering by means of pump) and including bailling out water and curing finishing in CM 1:3 etc.complete.as directed by engineer incharge basic rate shall be increased for height above 5.00m in following manners b) Height upto 5 M. (With Batch Mix Plant) | 477 | Cum | |
| 212 | 3.11 | ITEM NO.22\nProviding and laying in position RCC M35 in pedestal using stone metal, natural or crushed sand, OPC 43/53 grade, including necessary formwork, centering, mixing in mechanised batch mix plant, compacting, curing and finishing as directed and including all leads and lifts etc. complete. (excluding steel reinforcement) | 8 | Cum | |
| 213 | 3.12 | ITEM NO.23\nSupplying, fitting and fixing in position true to line and level elastomeric bearing including all accessories as per drawing and technical specifications and IRC:83 (Pt-II) section IX and clause 2005 of MoRTH specifications etc. Complete | 510000 | MT | |
| 214 | 3.13 | ITEM NO.24\nProviding and casting special grade in M45 controlled cement concrete for prestressed concrete work for main girder including slab, cross girder etc. including centering and scaffolding or launching including necessary plant and machinery for the job shuttering, vibrating, curing, finishing etc. complete. (fully automatic microprocessor based concrete batch mix plant or pan mixer with Natural / VSI standard Artificial Sand | 430 | Cum | |
| 215 | 3.14 | ITEM NO.25\nProviding Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with R.C.C. M40 Grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia,450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per designgive nintheen closure to MOSTcircular No.RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer , all as specified etc. complete. Spec: MORT and H 2013 Cl 811 Page No 360) | 200 | RMT | |
| 216 | 3.15 | ITEM NO.26\nProviding and laying of RCC in M40 grade approach slab including reinforcement and formwork complete withfully automatic micro processor PLC with enabled reversible drum type mixer/concrete batch mix plant (pan mixer)as per drawings and technical specifications etc.complete. | 177 | Cum | |
| 217 | 3.16 | ITEM NO.27\nProviding, cutting , bending, hooking, tying and laying in position TMT FE500 steel bars for reinforcement for all RCC works as per detailed drawings etc. Complete | 502 | MT | |
| 218 | 3.17 | ITEM NO.28\nProviding and fixing in position to the exact profile and prestressing the high tensile strands to specified ultimate strength, standard end an chorages,cable ducts,grouting ducts after prestressing and bearing plates with wedges as per detailed drawings including necessary plant and machinery for prestressing etc. complete. | 14 | MT | |
| 219 | 3.18 | ITEM NO.29\nProviding Fusion Bonded Epoxy Coating (FBEC) to reinforced bars of 16mm dia meter as per IS:13620-1993 specifications for a thickness of 175 micron Permissible variation of 50 micron including testing of coating at plant extra cost for care ful handing using PVC coating, binding wires in stead of G.I. wires to and from Plant) touching up the material supplied repair work etc complete as per detailed specifications. (Lead 200 km from plant) etc complete.(Item shall be used for new structures.)Note:The item should be executed with prior approval of Superintending Engineer. FREQUENCY OF TEST OF FUSION BONDED EPOXY COATa) Coating thickness shall be tested at a frequency of not less than one full length bar every twenty bars for each size b ) continuity of coating shall be determined by testing one full length bar in every twenty bars for each size | 502 | MT | |
| 220 | 3.19 | ITEM NO.30\nProviding and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm to be installed by the manufacturer / supplier to the authorized representative ensuring compliance to the manufacturers instruction for installation as per approved drawings and stndard specifications etc. complete MORT and H 2600 | 60 | RMT | |
| 221 | 3.2 | ITEM NO.31\nProviding and applying approved quality coal tar epoxy paint in three coats for surface of pier, foundation, pile cap below ground leve;. including cleaning surface, scaffolding etc. Complete | 646 | Sqm | |
| 222 | 3.21 | ITEM NO.32\nProviding and applying Anticarbonation acrylic paint in two coats over required coat of primer to the exposed superstructure, concrete surface, including cleaning & preparing the surface, watering for 2 days including cost of material, machinery, scaffolding, equipment, labour etc complete | 2216 | Sqm | |
| 223 | 3.22 | ITEM NO.33\nPainting to coat after filling the surface with synthetic enamel paint in all shades on new concrete surfaces complete | 100 | Sqm | |
| 224 | 3.23 | ITEM NO.34\nProviding bitumen 25 mm thk mastic asphalt wearing coat excluding tack coat etc. complete as per drawing and technical specification (with lead of material 5 km) | 600 | Sqm | |
| 225 | 3.24 | ITEM NO.35\nDENSE BITUMINOUS MACADAM: Proving and laying dense bituminous macadam using crushed aggregates of grading 2, premixed with bituminous binder VG30 Bitumen @ 4.50 percent by weight of total mix and filler, transported to 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 .USING 80 TPH Batch mix type hot mix plant , Sensor Paver, Intelligent Compactor with compaction analyzer and VSat attachment with Stone Dust filler. as per MORT&H 505 | 30 | Cum | |
| 226 | 3.25 | ITEM NO.36\nProviding & laying 3mm thick waterproof membrane as per specification as directed by Engineer in Charge. ( inclusive of all materials, tools & plants) | 50 | Sqm | |
| 227 | 3.26 | ITEM NO.37\nProviding bitumen 25 mm thk mastic wearing coat excluding tack coat etc. complete as per drawing and technical specification (with lead of material 5 km) | 38 | Sqm | |
| 228 | 3.27 | ITEM NO.38\nProviding & fixing 80 mm thick interlocking unishape concrete pavers (monolithic-single layer precast concrete blocks) of gray cement coloured in the carriageway having average crushing strength 50N/sq.m.m. as per technical specification, placed on average compacted thickness of 25mm, uniformly graded river sand cushioning with proper compacting with mechanical compactor with the proper level, grade and camber etc.complete as specified and as directed by the Engineer. | 160 | Sqm | |
| 229 | 3.28 | ITEM NO.39\nProviding and laying in situ/ ready mix M30 RCC of trap/ granite/ quartzite/ gneiss metal for RCC work of ballast walls, kerb sand box returns including scaffolding, compaction, formwork finishing and curing etc. complete. (excluding reinforcement, with fully automatic micro process or based PLC with SCADA enabled concrete batch mix plant/ panmixer with Natural / VSI standard Artificial Sand) | 9 | Cum | |
| 230 | 3.29 | ITEM NO.40\nPrimecoat-Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying, primer at the rate of 0.60 kg/sqm using mechanical means. | 600 | Sqm | |
| 231 | 3.3 | ITEM NO.41\nProviding and applying tack coat on the prepared surface heating by flames in Boiler and spraying bitumen with sprayer on Concrete surface treated with primer @3.25kg/10 sqm with VG-30 bulk Bitumen | 600 | Sqm | |
| 232 | 3.31 | ITEM NO.42\nRoad Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface-Providing and laying of hot applied thermoplastic compound 2.5 mmt thick including reflectorizing glass beads @250gms per sqm area,thickness of 2.5 mm is exclusive of surface applied glass bead as per IRC:35. The finished surface to bed level, uniform and free from streaks and holes.complete\nYellow Paint | 23 | Sqm | |
| 233 | 3.32 | ITEM NO.43\nProviding 100 mm diameter GI water spouts as per detailed drawings in RCC slab and wearing surface/ kerb etc.complete | 12 | Nos. | |
| 234 | 3.33 | ITEM NO.44\nProviding and laying in situ/ ready mix M25 RCC of trap/ granite/ quartzite/ gneiss metal for RCC work of Return , ballast walls, kerbs and box returns including scaffolding, compaction, formwork finishing and curing etc. complete. (excluding reinforcement, with fully automatic micro process or based PLC with SCADA enabled concrete batch mix plant/ panmixer with Natural / VSI standard Artificial Sand) | 1509 | Cum | |
| 235 | 3.34 | ITEM NO.45\nSubgrade 300mmThick - Supplying hard murum / kankar at the road site,Spreading hard murum for side width and Compacting the hard murum side widths including laying in layers for Subgrade 300mm thick | 900 | Nos. | |
| 236 | 3.35 | ITEM NO.46\nConstruction 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 power roller to achieve the desire density, complete as per clause 401-- Plant Mix Method and Grading II material | 750 | Cum | |
| 237 | 3.36 | ITEM NO.47\nWet Mix Macadam - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Laying By Grader/ Paver. as per MORT&H 406. | 750 | Cum | |
| 238 | 3.37 | ITEM NO.48\nConstruction 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 25mm, ,cement content not to be less than 150kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10Mpa at 7 days, 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. .as per MORT&H 601 | 450 | Cum | |
| 239 | 3.38 | ITEM NO.49\nProviding and laying Pavement Quality Concrete of M-40 grade (cast in situ) of trap metal including providing 125 micron thick impermeable plastic sheet membrane over the surface to be covered,coarse and fine aggregates of specified gradation using minimum cement content of 350 kg/cum., approved admixtures, mixing as per the design mix to the specified workability, providing necessary side forms,rails and guidewires,transporting the mix with transit mixers and laying and spreading within fixed form by mechanical auger and compacting with plate vibrator and minimum ten needle vibrators,curing with approved resin based aluminised reflective curing compound and covering with moist hessian or ponding and sprinkling of water for a minimum period of 14 days, fixing dowels, tie-bars,cutting joints,joint-fillers, sealants, reinforced fibers at 125 kg/cum and all types of joints and finishing to the desired surface texture including all material, labour, machinery with all leads and lifts etc complete. without flyash MORTH 602 | 900 | Cum | |
| 240 | 3.39 | ITEM NO.50\nProviding and fixing Mandatory/Regulatory sign boards in circular shape of 900mm dia made out of 4mm aluminum sheet bonded with white retro reflective sheeting of Class B (Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retor eflective specified back ground, border and back side retoreflctive symbols, letters,numerals,arrowas per IRC:67-2012 Table No 8.3 Supported with back support frame 25mmx25mmx3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M.S.angle iron post of size 65mmX65mmX6mm, 3.45m long, duly painted with with flat oil paint having alternate black and white bands of 25cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cmX60cmX75cm including transportation etc;complete. | 2 | Nos. | |
| 241 | 3.4 | ITEM NO.51\nProviding and fixing of retro-reflect orised informatory sign board rectangular/ Square in shape having area less than 0.9 square meter made out of 2mm aluminums heet bonded with white retroreflective sheeting of Class C (Type XI Microprismatic grade sheeting) having pressure sensitive/ heat activated adhesive retoreflective specified background, border and back side retoreflctive symbols,letters,numerals,arrowas per IRC:67-2012 Table No8.3, supported with back support frame 25mm x25mmx3mm, duly painted on back side with two coats of grey stove enamel paint and supported on one no. mild steel angle iron post 75mmx75mmx6mm, 3.5mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45cmx45cmx60cm,60cm below ground level as pera pproved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paint having alternate black and white bands of 25cm width including GI fixures and transportation etc.complete. | 2 | Sqm | |
| 242 | 3.41 | Section E BOX CULVERT AT CH. 4+655 | |||
| 243 | 3.42 | ITEM NO.1\nExcavation for road way in earth ,soil of all sorts, sand, gravel or soft murum including dressing section to there rquired grade, camber and side slopes and conveying the excavated materials with all lift upto a lead of 50m. and spreading for embankment or stacking as directed as per MORT&H 301 | 104.43 | Cum | |
| 244 | 3.43 | ITEM NO.2\nProviding and laying PCC in M15 grade levelling course of 100 mm thick below Foundation with fully automatic micro processor PLC with enabled reversible drum type mixer etc. complete. As per M.O.R.T & H 1100, 1700. | 14 | Cum | |
| 245 | 3.44 | ITEM NO.3\nProviding and laying in situ/ ready mix M25 RCC of trap / granite/ quartzite/ gneiss metal for RCC work of ballast walls, kerbs and box returns including scaffolding, compaction, formwork finishing and curing etc. complete. (excluding reinforcement, with fully automatic microprocessor based PLC with SCADA enabled concrete batch mix plant / pan mixer with Natural / VSI standard Artificial Sand | 73 | Cum | |
| 246 | 3.45 | ITEM NO.4\nProviding and laying in situ/ ready mix M25 RCC of trap/ granite/ quartzite/ gneiss metal for RCC work of Return , ballast walls, kerbs and box returns including scaffolding, compaction, formwork finishing and curing etc. complete. (excluding reinforcement, with fully automatic micro process or based PLC with SCADA enabled concrete batch mix plant/ panmixer with Natural / VSI standard Artificial Sand) | 21 | Cum | |
| 247 | 3.46 | ITEM NO.5\nProviding RCC parapet with CC M25 of trap / granite / quartzite / gneiss metal with castin situ / precast panel as per the detailed drawing including reinforcement, scaffolding, centering, formwork, compacting, finishing and curing etc. complete .(with fully automatic microprocessor based PLC with SCADA enabled concrete batch mix plant / pan mixer) BR.51 (a) Page No. 144 and B. 7, Page No.38 | 25 | Cum | |
| 248 | 3.47 | ITEM NO.6\nProviding, cutting , bending, hooking, tying and laying in position TMT FE500 steel bars for reinforcement for all RCC works as per detailed drawings etc. Complete | 11 | MT | |
| 249 | 3.48 | ITEM NO.7\nProviding weep holes in brick masonry / plain / reinforced concrete abutment, wing wall / return wall with 100 mm diameter AC pipe extending through the full width of the structure with slope of 1V:20H towards drawing face as per drawings and technical specifications etc. complete | 23 | RMT | |
| 250 | 3.49 | ITEM NO.8\nProviding and laying of filter media with granular materials / stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600 mm with saller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment , wing wall and return wall tother full height compacted to afirm condition as per drawing and technical specifications etc. complete.Spec. No.: MORT & H 2200 &-710.1.4 of iRC 78 | 41 | Cum | |
| 251 | 3.5 | ITEM NO.9\nProviding and fixing bituminous pad 25mm thick for expansion joints in retaining wall, compound wall etc. complete.As directed by Engineer incharge | 11 | Sqm | |
| 252 | 3.51 | ITEM NO.10\nProviding 100 mm diameter GI water spouts as per detailed drawings in RCC slab and wearing surface/ kerb etc.complete | 2 | Cum | |
| 253 | 3.52 | ITEM NO.11\nProviding and laying Pavement Quality Concrete of M-40 grade (cast in situ) of trap metal including providing 125 micron thick impermeable plastic sheet membrane over the surface to be covered,coarse and fine aggregates of specified gradation using minimum cement content of 350 kg/cum., approved admixtures, mixing as per the design mix to the specified workability, providing necessary side forms,rails and guidewires,transporting the mix with transit mixers and laying and spreading within fixed form by mechanical auger and compacting with plate vibrator and minimum ten needle vibrators,curing with approved resin based aluminised reflective curing compound and covering with moist hessian or ponding and sprinkling of water for a minimum period of 14 days | 43.2 | Cum | |
| 254 | 3.53 | ITEM NO.12\nConstruction 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 25mm, ,cement content not to be less than 150kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10Mpa at 7 days, 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. .as per MORT&H 601 | 14.4 | Cum | |
| 255 | 3.54 | ITEM NO.13\nConstruction 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 power roller to achieve the desire density, complete as per clause 401-- Plant Mix Method and Grading II material | 36 | Cum | |
| 256 | 3.55 | ITEM NO.14\nSubgrade 300mmThick - Supplying hard murum / kankar at the road site,Spreading hard murum for side width and Compacting the hard murum side widths including laying in layers for Subgrade 300mm thick | 43.2 | Cum | |
| 257 | 3.56 | ITEM NO.15\nWet Mix Macadam - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Laying By Grader/ Paver. as per MORT&H 406. | 28.8 | Cum | |
| 258 | 3.57 | ITEM NO.16\nProviding dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete. Spec As per Bd A 12 page no. 264 | 43.2 | Rmt. | |
| 259 | 3.58 | ITEM NO.17\nProviding and laying bitumen mastic layer 25mm thick over bridge deck excluding tack coat etc. complete as specified and directed. (with bitumen 10/20 penetration not less than 10.5% and lime stone dust not, less than 40%) | 83 | Sqm | |
| 260 | 3.59 | ITEM NO.18\nDENSE BITUMINOUS MACADAM: Proving and laying dense bituminous macadam using crushed aggregates of grading 2, premixed with bituminous binder VG30 Bitumen @ 4.50 percent by weight of total mix and filler, transported to 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 .USING 80 TPH Batch mix type hot mix plant , Sensor Paver, Intelligent Compactor with compaction analyzer and VSat attachment with Stone Dust filler. as per MORT&H 505 | 5 | Cum | |
| 261 | 3.6 | ITEM NO.19\nProviding and laying in situ/ ready mix M25 RCC of trap/ granite/ quartzite/ gneiss metal for RCC work of Return , ballast walls, kerbs and box returns including scaffolding, compaction, formwork finishing and curing etc. complete. (excluding reinforcement, with fully automatic micro process or based PLC with SCADA enabled concrete batch mix plant/ panmixer with Natural / VSI standard Artificial Sand) | 4 | Cum |
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