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| Sl. No. | Item Description |
| 1 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete. (SSR It. No. 3.1 , Pg. No. , Ref. No.: MORTH 202 , Add Specs: MORTH 202) |
| 2 | Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. (SSR It. No. 2.11 , Pg. No. , Ref. No.: MORTH 301 , Add Specs: MORTH 301) |
| 3 | Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. (SSR It. No. 2.18 , Pg. No. , Ref. No.: MORTH 309 , Add Specs: MORTH 309) |
| 4 | Providing earth work in embankment with approved materials obtained from 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 & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources) (SSR It. No. 2.28 , Pg. No. , Ref. No.: MORTH 305 , Add Specs: MORTH 305) |
| 5 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I Material (SSR It. No. 3.01 , Pg. No. , Ref. No.: MORTH 401 , Add Specs: MORTH 401) |
| 6 | Wet 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. (SSR It. No. 3.23 , Pg. No. , Ref. No.: MORTH 406 , Add Specs: MORTH 406) |
| 7 | Prime coat - 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. (SSR It. No. 3.29 , Pg. No. , Ref. No.: MORTH 502 , Add Specs: MORTH 502) |
| 8 | Providing and applying tack coat on the prepared surface heating by flames in Boiler and spraying bitumen with sprayer on Granular surface treated with primer @ 2.75 kg/10 sqm(VG-30 bulk bitumen rates are considered to arrive at rates) (SSR It. No. 3.32 , Pg. No. , Ref. No.: MORTH 503 , Add Specs: MORTH 503) |
| 9 | Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on B.T. surface 2.5 kg/10 sqm.(VG-30 bulk bitumen rates are considered to arrive at rates) (SSR It. No. 3.3 , Pg. No. , Ref. No.: MORTH 503 , Add Specs: MORTH 503) |
| 10 | BITUMINOUS MACADAM: Proving and laying bituminous macadam using crushed aggregates of Grading 1, 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 80/100 mm compacted thickness with 3.3 % using specified grade of Bitumen. -- USING Batch mix type hot mix plant with SCADA, Sensor Paver, vibratory roller.(VG-30 bulk bitumen rates are considered to arrive at rates) (SSR It. No. 3.4 , Pg. No. , Ref. No.: MORTH 504 , Add Specs: MORTH 504) |
| 11 | Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates 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 but excluding prime / tack and Seal coat. For Bitumen of specified grade--USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller ( Over MPM Surface) (VG-30 bulk bitumen rates are considered to arrive at rates) (SSR It. No. 4.12 , Pg. No. , Ref. No.: MORTH 510 , Add Specs: MORTH 510) |
| 12 | Providing and laying of Type - B premix seal coat with HMP of approprate crushed stone chipping 6.70 mm size and penetration bitumen of specified grade @ 0.68 Kg / Sqm. , preparing existing road surface including mixing in suitable Batch Mix plant and rolling by static roller having weight 8 to 10 MT. etc. complete. (VG-30 bulk bitumen rates are considered to arrive at rates) (SSR It. No. 4.03 , Pg. No. , Ref. No.: MORTH 511 , Add Specs: MORTH 511) |
| 13 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ 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. with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. (SSR It. No. 5.13 , Pg. No. , Ref. No.: MORTH 601 , Add Specs: MORTH 601) |
| 14 | Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS 3395 : 1997 below concrete pavement including all materials and labour complete. (SSR It. No. 5.19 , Pg. No. , Ref. No.: MORTH 602.5 , Add Specs: MORTH 602.5) |
| 15 | Providing and fixing in position TMT FE 500, 25mm dia dowel bars precoated with anticorrosive epoxy paint of required Dia. 60 cms. Long and at 30.00 cm. C/C and wherever directed including handling, straightening, necessary cutting supported by TMT FE 500, chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete. (SSR It. No. 5.15 , Pg. No. , Ref. No.: MORTH 602.6.5 , Add Specs: MORTH 602.6.5) |
| 16 | Providing and fixing in position TMT FE 500, tie bars precoated with anticorrosive epoxy paint of 12 mm dia. 70 cms.long and at 30.00 cm. C/C and wherever directed including handling, straightening wrapping with paper of approved quality for half length, necessary cutting, handling, straightening , supported by assembly of TMT FE 500, chairs with proper alignment etc. complete. (SSR It. No. 5.16 , Pg. No. , Ref. No.: MORTH 602.6.4.2 , Add Specs: MORTH 602.6.4.2) |
| 17 | Providing and laying in-situ M40 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. (SSR It. No. 5.03 , Pg. No. , Ref. No.: MORTH 602 , Add Specs: MORTH 602) |
| 18 | Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm. .in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge. (SSR It. No. 5.17 , Pg. No. , Ref. No.: MORTH 602.6.3 & 602.6.4 , Add Specs: MORTH 602.6.3 & 602.6.4) |
| 19 | Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BS : 5212 - 1989 into sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 mOne Metric Tonneo 4 mm. joint) overlaid with bond breaking tape as per detailed drawing. Item includes cleaning the joints with water jet / air compressor and allowing joint to become thoroughly dry before sealent is applied and applying primer.(A) Contraction and longitudinal joints (15 mm. deep x 8 mm.wide) (SSR It. No. 5.18 , Pg. No. , Ref. No.: MORTH 602.6.3 & 602.6.4 , Add Specs: MORTH 602.6.3 & 602.6.4) |
| 20 | Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 100MM thick in M-50 grade of approved size and shape for City streets and roads with high volume/ heavy traffice as specified and as per IS 15658:2006 including cost of all materials, manufacturing, curing, transportation of blocks to work site including loading, unloading and stacking as directed, laying paving blocks in position over prepared bed of natural sand / crushed sand of 50 mm thickness including necessary excavation in all stratas, spreading blindge of fine sand over the prepared bed, compacting blocks by plate vibrator etc. complete. (SSR It. No. 5.21 , Pg. No. , Ref. No.: As directed by Engineer Incharge , Add Specs: IRC-SP-63) |
| 21 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete. |
| 22 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete (SSR It. No. 2.3 , Pg. No. , Ref. No.: - , Add Specs: -) |
| 23 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. (SSR It. No. 2.31 , Pg. No. , Ref. No.: - , Add Specs: -) |
| 24 | Providing and laying Cast in situ/Ready Mix cement concrete in M20 of trap/ granite/quartzite/gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, Steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) (SSR It. No. 24.1 , Pg. No. , Ref. No.: BDE 4 , Add Specs: Bd.E.4 Page One Number 289 and B-7, Page One Number38) |
| 25 | Providing and laying filter material underneath pitching in slopes as per drawings and technical specifications etc. complete. (SSR It. No. 14.74 , Pg. No. , Ref. No.: MORTH , Add Specs: MORT and H-2500) |
| 26 | Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications etc. complete. (by stone/boulder) (SSR It. No. 14.72 , Pg. No. , Ref. No.: MORTH , Add Specs: MORT and H-2500) |
| 27 | Providing and laying concrete pipes of I.S.NP. class of 300mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete. (SSR It. No. 42.09 , Pg. No. , Ref. No.: BDV 41 , Add Specs: Bd.V.41, Page One Number 573) |
| 28 | Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 450mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. (SSR It. No. 11.08 , Pg. No. , Ref. No.: CD 7 , Add Specs: CD.7 Page.No. 162) |
| 29 | Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. (SSR It. No. 21.4 , Pg. No. , Ref. No.: BDA , Add Specs: As directed by Engineer in charge.) |
| 30 | Providing and laying in situ cement concrete of 1:4:8 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) (SSR It. No. 11.04 , Pg. No. , Ref. No.: CD 3B , Add Specs: CD.3 Page.No. 160) |
| 31 | Providing and laying in situ / ready mix M-20 controlled reinforced cement concrete of trap metal for raft slab including \\"V\\" haunches, formwork, scaffolding, compaction by vibrating, finishing curing etc. complete. concrete batch mix plant / pan mixer with fine agreegates of required specifications ( VSI sand finely washed etc ) etc. complete. (excluding reinforcement).a) RCC Grade with reversible drum type mixer/ concrete batch mix plant (pan mixer) . (SSR It. No. 17.32 , Pg. No. , Ref. No.: BR , Add Specs: MORT&H (5th Rev.) 1700, 2304) |
| 32 | Providing cast in situ / ready mix M20 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA (SSR It. No. 11.29 , Pg. No. , Ref. No.: CD , Add Specs: CD 8 Page 163) |
| 33 | Providing and laying in situ / ready mix M-20 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for RCC work in solid/ deck slab etc. including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement etc. complete. (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer and fine agreegates of required specifications ( VSI sand finely washed etc ) i) Height up to 5 m, normal rate. ii) Height 5 to 7.50 m, add 5 percent extra over basic rate. iii) Height 7.50 to 10 m, 7.50 percent extra. iv) Over 10 m Height, add 10 percent extra for every 2.50m rise. |
| 34 | Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete. (SSR It. No. 17.37 , Pg. No. , Ref. No.: BR , Add Specs: MORT&H (5th Rev.) 2705, 2706) |
| 35 | Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete. (SSR It. No. 14.01 , Pg. No. , Ref. No.: BR 35A , Add Specs: BR.35 Page Number 134) |
| 36 | Planting large flowering/Shady trees or required variety of Foliage Trees (free from weeds /diesease etc.) 30 cms. apart (Ht. >2mtr.) :- Digging pits with size 1.0m x 1.0m x 1.0m, removing and conveying unwanted stuff to a required distance as directed. Filling with fresh garden soil & manure in 3:1 proportion to a required height of 30cms Mixing garden soil & manure thoroughly well, levelling, watering, on previous night, Planting seedling of reqiured annuals 25cms. apart Maintaining till well established by watering weeding, Stirring replacing of casualties etc. Complete. |
| 37 | Providing and fixing _______ metre stones as per I.R.C. standard including fixing in standard size ______ block including curing, painting lettering etc. complete. (SSR It. No. 6.02 , Pg. No. , Ref. No.: MORTH 805 , Add Specs: MORTH 805) |
| 38 | RCC 200 meter Stone in CC 1:4:8 |
| 39 | Fixing 1:2:4 ordinary km. stones in C.C. 1:4:8 |
| 40 | Fixing R.C.C. 5th Km. stones, in c.c. 1:4:8 |
| 41 | Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5 mm thick including 1.5 Refractive index reflectorizing glass beads @ 250gm/sqm .Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be > 250 mcd/sqm/lux measured in the initial 7 days and sustained reflectivity RL of 100 mcd/sqm/ lux and Qd of 100 mcd/sqm/ lux measured at the end of 2 years by means of a Standard Reflectometer of Zehntner, Easylux, Delta make capable of measuring RL & QD both according to IRC 35:2015 clause 15.5. The finished surface to be level, uniform, and free from streaks and holes complete as per direction of Engineer-in-charge and in accordance with applicable specifications.(Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015). |
| 42 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. (SSR It. No. 6.09 , Pg. No. , Ref. No.: MORTH 806 , Add Specs: MORTH 804) |
| 43 | Supplying and Fixing of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LED self illumination in activemode, 360 degree illumination and reflective panels with micro prismatic lens .The contractor shall submit a two year warranty for satisfactory field performance. (SSR Material list Sr. no. 15 , Pg. No. 544 , ) |
| 44 | Providing and fixing Aluminum-backed flexible prismatic (AFP) sheeting consisting Yellow colored flexible prismatic sheeting with non-metallic prismatic lens as Retroreflective elements and conforming to ASTM D 4956-09 Type VI specification for rebound able Retroreflective sheeting. This flexible prismatic sheeting shall be of 1ft width and laminated at the back with a 50 micron Aluminum (Al) foil with pressure sensitive adhesive and liner. Further, this flexible prismatic sheeting shall have screen printed arrow/slant line pattern in black color in a continuous roll format. Neither AFP sheeting nor the flexible prismatic sheeting used in it shall crack when slowly bent in 1 second time around a 1/8th inch mandrel after being conditioned for 24hrs at 0?C and tested as per section S2.2.2. of ASTM D 4956-09. The AFP sheeting, with the liner removed, shall be applied with a neoprene contact adhesive with a Polychloroprene as base, viscosity of 200-450 cps and solid content of 20-30%. Once applied, the edges of the product shall be sealed all around with a two-part epoxy based structural adhesive and shall be extremely resistant to peel-off. A test report from institutes like ARAI/CRRI confirming to above mentioned flexibility and ASTM-D4956-09 Type-VI retro reflectivity performance of the flexible prismatic sheeting used in AFP shall be submitted by the tenderer during prequalification and supply of material. (SSR It. No. 6.13 , Pg. No. , Ref. No.: MORTH 806 , Add Specs: MORTH 806) |
| 45 | Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings (SSR It. No. 6.15 , Pg. No. , Ref. No.: MORTH 806 , Add Specs: MORTH 806) |
| 46 | Providing and constructing Information Pillar of Brick Masonry in C.M. 1:6 of size 2.0 m x 0.23m x 1.0 m with base pedestal of size 2.3 m x 0.35 m x 0.45 m (0.3 m above ground), excavtion in ground upto 0.4 m, laying 0.15 m thick 80 mm soling,0.10 m thick c.c. 1:3:6, finishing the pedestal and pillar in cement plaster 12 mm thick in C.M. 1:5 and finishing the pillar with neat cement finish ,applying flat oil paint of approved colour in two coats, including curing, finishing etc complete.(In Strata/Soil __________) Spec. No. :As directed by Engineer-in-charge. (SSR It. No. 6.26 , Pg. No. , Ref. No.: MORTH 805 , Add Specs: 0) |
| 47 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge (SSR It. No. 6.36 , Pg. No. , Ref. No.: MORTH 801 , Add Specs: MORTH 801) |
| 48 | Providing and fixing cautionary / warning sign board of size 60 cm. having shape of equilateral triangle with apex point upwards. prepared on 16 gauge M.S. sheet including painting with one coat of zinc cromate stoving primer and two coats each of white back ground, red border and backside gray stove enamelled, bonded with cut out of Retro reflective sheet Engineering grade, symbol / letters / numerals / border / arrow, coated with non pealable crystal clear protective transparent coat retaining 100% reflection including one One Number of M.S. Angle iron post of size 50 x 50 x 5 mm of 3.65 m. long inflated at bottom drilled on top in one piece without joint painted with white and black bands of 30 cm. fixing board and post with 2 Nos. high strength G.I. bolts and nuts of size 10 mm dia. and 20 mm long including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm size etc.complete. 60 cm. equilateral triangle M.S. sheet with Engineering grade, (SSR It. No. 6.38 , Pg. No. , Ref. No.: IRC-67 2012 , Add Specs: IRC-67 2012) |
| 49 | Providing and fixing Mandatory / Regulatory sign board of circular shape of size 60 cm. dia. prepared on 16 gauge M.S. sheet including painting with zinc chromate stoving primer and two coats each of white back ground,red border and backside gray stove enamelled, bonded with cut out of Retro reflective sheet Engineering grade, symbol / letters / numerals / border, coated with non pealable crystal clear protective transparent coat retaining 100% relection including one One Number of M.S. Angle iron post of size 50 x 50 x 5 mm of 3.45 m. long inflated at bottom drilled on top in one piece without joint painted with white and black bands of 30 cm. fixing board and post with 2 Nos. high strength G.I. bolts and nuts of size 10 mm dia. and 20 mm long including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm size etc. complete. circular shape of size 60 cm. dia. M.S. sheet with Retro reflective sheet Engineering grade (SSR It. No. 6.39 , Pg. No. , Ref. No.: IRC-67 2012 , Add Specs: IRC-67 2012) |
| 50 | Providing and fixing sign boards of size 90cm having shape of an equilateral triangle made out of 14 gauge sheet with retro reflective sheeting of Engineering Grade as per M.O.T. specification No. 801-3(1993) white reflective back ground, lettering symbol bordering of black non reflective paint including M. S. angle iron back frame of size 35 mm X 35 mm X 5 mm & M.S.angle one post of 50mm x 50mm x 5mm size 3.45 metre long duly painted with white and black bands including fixing M.S. angle of the boards with galvanised nuts and bolts and washers. The Board shall be as per IRC-67-1977 including conveying fixing in ground with C.C. 1:4:8 block of size 0.60 x 0.60 x 0.75 m, with 7 year guarantee for the sheeting etc. complete. Mild Steel Board with Engineering Grade (SSR It. No. 6.4 , Pg. No. , Ref. No.: IRC-67 2012 , Add Specs: IRC-67 2012) |
| 51 | Providing and fixing informatory sign boards of size 0.90 x 0.60 m made out of 14 guage Aluminum sheet bonded with IRC Specified colour of retro reflective sheeting of Type IV High Intensity Micro-Prismatic Grade Sheeting (HIP) having pressure sensitive / heat activated adhesive, IRC Specified colour retro reflective cutout border & messages having pressure sensitive adhesive having border & messages in IRC Specified colour background including on frame of with angle iron frame of size 35 x 35 x 5 mm and two M.S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.65 m long, duly painted with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in 1:4:8 concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Alluminium sheet Type IV High Intensity Micro-Prismatic Grade Sheeting (SSR It. No. 6.48 , Pg. No. , Ref. No.: IRC-67 2022 , Add Specs: IRC-67 2022) |
| 52 | Metal 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)\\"\\" (SSR It. No. 7.3 , Pg. No. , Ref. No.: MORTH 810 , Add Specs: MORTH 810) |
| 53 | Providing and fixing informatory sign boards shape of size 0.90 x 0.60 m made out of 3mm Aluminum composite panel bonded with IRC Specified colour of retro reflective sheeting of Type IV High Intensity Micro-Prismatic Grade Sheeting (HIP) having pressure sensitive / heat activated adhesive, IRC Specified colour retro reflective cutout border & messages having pressure sensitive adhesive having border & messages in IRC Specified colour background including M. S. angle iron frame of size 35 mm X 35 mm X 5 mm & M.S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.65 m long, duly painted with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M-20 concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Aluminum composite panel with Type IV High Intensity Micro-Prismatic Grade Sheeting. Spec.No. As per IRC-67, 2015 (SSR It. No. 6.49 , Pg. No. , Ref. No.: IRC-67 2012 , Add Specs: IRC-67 2012) |
| 54 | Providing and fixing informatory sign boards of size 60 cm x 80 cm made out of 14 guage Aluminum sheet bonded with IRC Specified colour of retro reflective sheeting of Type IV High Intensity Micro-Prismatic Grade Sheeting (HIP) having pressure sensitive / heat activated adhesive, IRC Specified colour retro reflective cutout border & messages having pressure sensitive adhesive having border & messages in IRC Specified colour background including M.S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.65 m long, duly painted with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in 1:4:8 concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Alluminium sheet Type IV High Intensity Micro-Prismatic Grade Sheeting (SSR It. No. 6.51 , Pg. No. , Ref. No.: IRC-67 2012 , Add Specs: IRC-67 2012) |
| 55 | Removing rich mix cement concrete including stacking the spoils as directed with all leads, lifts etc, complete. (SSR It. No. 46.13 , Pg. No. , Ref. No.: BDW 8 , Add Specs: As directed by Engineer in charge.) |
| 56 | Removing lime or lean cement concrete including stacking the spoils as directed with all leads, lifts etc, complete. (SSR It. No. 46.12 , Pg. No. , Ref. No.: BDW 8 , Add Specs: As directed by Engineer in charge.) |
| 57 | Removing Np-2 and Np-3 class pipes including stacking at road side as directed by the Engineer in charge. Upto 900mm dia and above. etc complete. (SSR It. No. 46.31 , Pg. No. , Ref. No.: BDW 8 , Add Specs: As directed by Engineer in charge.) |
| 58 | Conveying and properly disposing off material obtained from dismantling of structures at work site within a of lead of 2km. |
| 59 | Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. ( By Mechanical Means ) a) Upto 1.50m lift Normal Rate |
| 60 | a) Upto 1.50m lift Normal Rate |
| 61 | b) 1.50m to 3.00m lift, Add 10% |
| 62 | c) 3.00m to 4.50m lift, Add 20% |
| 63 | d) 4.50m to 6.00 lift Add 30% |
| 64 | Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 5.0 to 9.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary) (SSR It. No. 12.23 , Pg. No. , Ref. No.: BR 4 B , Add Specs: BR 4 Page No 104.105) |
| 65 | Providing and laying in situ / ready mix / ready mix M15 cement concrete of trap/ granite/ quartzite/ gneiss metal in foundation including necessary centering, formwork, bailing out water, compacting and curing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with natural /artifical sand) (SSR It. No. 12.25 , Pg. No. , Ref. No.: BR 5A , Add Specs: BR.5 Page One Number 105 and B.7, Page One Number 38) |
| 66 | Providing and laying in situ / ready mix controlled grade of M25 of trap /granite /quartzite /gneiss metal for RCC works in cut off walls / curtain walls including necessary scaffolding, centering, compacting by vibrator, finishing and curing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with fine agreegates of required specifications ( VSI sand finely washed etc ), excluding reinforcement) (SSR It. No. 12.59 , Pg. No. , Ref. No.: BR 59 a , Add Specs: As directed by Engineer in charge.) |
| 67 | Providing and filling sand in foundation trenches / below Raft as per drawing and technical specifications etc. complete. (Coarse Sand and Gravel ) (SSR It. No. 15.07 , Pg. No. , Ref. No.: MORTH , Add Specs: M.O.R.T and H - 300,2100) |
| 68 | Prividing and fixing pressure relief pipes of 110 mm diametre of PVC as per drawing for R.C.C Raft, galaries returns, abutments, wing wall etc complete. (SSR It. No. 17.36 , Pg. No. , Ref. No.: BR , Add Specs: MORT&H (5th Rev.) 2705, 2706) |
| 69 | Providing and laying in situ / ready mix M-30 controlled reinforced cement concrete of trap metal for raft slab including \\"V\\" haunches, formwork, scaffolding, compaction by vibrating, finishing curing etc. complete. concrete batch mix plant / pan mixer with fine agreegates of required specifications ( VSI sand finely washed etc ) etc. complete. (excluding reinforcement).a) RCC Grade with reversible drum type mixer/ concrete batch mix plant (pan mixer) . (SSR It. No. 17.34 , Pg. No. , Ref. No.: BR , Add Specs: MORT&H (5th Rev.) 1700, 2304) |
| 70 | Providing and laying in situ / ready mix M30 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 micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with fine agreegates of required specifications ( VSI sand finely washed etc )RCC work of Box Cell (SSR It. No. 14.44.c , Pg. No. , Ref. No.: BR , Add Specs: BR.50 Page Number 143 and B. 7, Page Number38) |
| 71 | Providing cast in situ / ready mix M30 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA (SSR It. No. 11.29 , Pg. No. , Ref. No.: CD , Add Specs: CD 8 Page 163) |
| 72 | Providing and laying in situ / ready mix M-30 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for RCC work in solid/ deck slab etc. including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement etc. complete. (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer and fine agreegates of required specifications ( VSI sand finely washed etc ) i) Height up to 5 m, normal rate. i) Height up to 5 m, normal rate. ii) Height 5 to 7.50 m, add 5 percent extra over basic rate. iii) Height 7.50 to 10 m, 7.50 percent extra. iv) Over 10 m Height, add 10 percent extra for every 2.50m rise. |
| 73 | Providing expansion joints with 25mm thick bituminous pad as per detailed drawings etc. complete. (SSR It. No. 14.33 , Pg. No. , Ref. No.: BR 43B , Add Specs: BR.43 Page Number 138) |
| 74 | Providing and laying in situ / ready mix M30 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 micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with fine agreegates of required specifications ( VSI sand finely washed etc )RCC work of Ballast walls & Kerb (SSR It. No. 14.44.a , Pg. No. , Ref. No.: - , Add Specs: -) |
| 75 | Providing railing of mild steel angle post 2.0m center to center of section 75mm x 75mm x 10mm or equivalent I/C section of height 1.05 above bridge surface with minimum anchor length of 30cm including hold fast of 25mm diameter MS bar welded at the bottom and concreting of 1:3:6 of size 30cm x 30cm x 30cm with three rows of 40mm B class GI pipe provided at 30cm on center to center including scaffolding and one coat of anticorrosive paint with two coats of oil painting, curing of concrete etc. complete. (SSR It. No. 14.48 , Pg. No. , Ref. No.: BR 51B , Add Specs: B.R.51(b) Page Number 145) |
| 76 | Providing and laying in situ / ready mix M30 CC of trap/ granite/ quartzite/ gneiss metal for wearing course 8cm thick including compacting, finishing, curing and filling in joints with bitumen etc. complete. (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with fine agreegates of required specifications ( VSI sand finely washed etc ) (SSR It. No. 14.39 , Pg. No. , Ref. No.: BR , Add Specs: BR.47(a) Page Number 140 and B. 7, Page Number38) |
| 77 | Providing 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 smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition as per drawing and technical specifications etc. complete. (SSR It. No. 12.72 , Pg. No. , Ref. No.: MORTH , Add Specs: MORT and H 2200 &-710.1.4 of iRC 78) |
| 78 | Back filling behind abutment, wing wall and return wall as per drawings and technical specifications etc. complete. (by granular material) (SSR It. No. 12.7 , Pg. No. , Ref. No.: MORTH , Add Specs: MORT and H 2200 &-710.1.4 of iRC 78) |
| 79 | Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete. (SSR It. No. 14.88 , Pg. No. , Ref. No.: BR 62 , Add Specs: As directed by Engineer in charge) |
| 80 | Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, Steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) (SSR It. No. 24.08 , Pg. No. , Ref. No.: BDE 4 , Add Specs: Bd.E.4 Page One Number 289 and B-7, Page One Number38) |
| 81 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40Kilogrameach complete as per drawings and Technical specifications etc. complete. (boulder laid without wire crates) (SSR It. No. 14.69 , Pg. No. , Ref. No.: MORTH , Add Specs: MORT and H-2500) |
| 82 | Providing selected hard murum filling including laying in layers of 15 to 20cmwith watering and compacting etc. complete. (SSR It. No. 11.24 , Pg. No. , Ref. No.: CD 27 , Add Specs: CD.14 Page.No. 167) |
| 83 | Providing and laying filter material underneath pitching in slopes as per drawings and technical specifications etc. complete. (SSR It. No. 14.74 , Pg. No. , Ref. No.: MORTH , Add Specs: MORT and H-2500) |
| 84 | Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications etc. complete. (by stone/boulder) (SSR It. No. 14.72 , Pg. No. , Ref. No.: MORTH , Add Specs: MORT and H-2500) |
| 85 | Providing and fixing 90 cm x 60 cm Marble plate engraving 10 cm. height letter, figures including painting the lefters/figures with approved colour and shade complete (SSR It. No. 44.11 , Pg. No. , Ref. No.: BDW 7 , Add Specs: Bd.W.7 Page One Number586) |
| 86 | Providing earth work in embankment with approved materials obtained from 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 & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources) (SSR It. No. 2.28 , Pg. No. , Ref. No.: MORTH 305 , Add Specs: MORTH 305) |
| 87 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I Material (SSR It. No. 3.01 , Pg. No. , Ref. No.: MORTH 401 , Add Specs: MORTH 401) |
| 88 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means - Grading II (Using Screening Type B (11.2 mm) Aggregate) (SSR It. No. 3.2 , Pg. No. , Ref. No.: MORTH 404 , Add Specs: MORTH 404) |
| 89 | Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 1000mm diameter in proper line, level and slope etc. complete. (SSR It. No. 11.17 , Pg. No. , Ref. No.: CD 7 , Add Specs: CD.7 Page.No. 162) |
| 90 | Dismantling stone masonry in lime or cement mortar including stacking the materils as directed with all leads, lifts etc. (SSR It. No. 46.11 , Pg. No. , Ref. No.: BDW 8 , Add Specs: As directed by Engineer in charge.) |
| 91 | Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. ( By /manaual Means )a) Upto 1.50m lift Normal Rate |
| 92 | Providing rubble filling of trap/ granite/ quartzite gneiss stones for foundations including filling voids with sand/grit and compaction etc complete. (SSR It. No. 11.01 , Pg. No. , Ref. No.: CD 1 , Add Specs: CD.1 Page.No. 159) |
| 93 | Providing and laying in situ / ready mix cement concrete of M-10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) (SSR It. No. 11.02 , Pg. No. , Ref. No.: CD 3A , Add Specs: CD.-3 Page.No. 160) |
| 94 | Providing cast in situ / ready mix M20 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA (SSR It. No. 11.02 , Pg. No. , Ref. No.: CD 3A , Add Specs: CD.-3 Page.No. 160) |
| 95 | Providing cast in situ / ready mix block of M10 cement concrete with circular or other shaped opening for waterway including necessary formwork, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ), cement 4.05 bags/cumt) (SSR It. No. 11.22 , Pg. No. , Ref. No.: CD 8 , Add Specs: CD.8 Page.No. 163) |
| 96 | Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 1000mm diameter in proper line, level and slope etc. complete. (SSR It. No. 11.17 , Pg. No. , Ref. No.: CD 7 , Add Specs: CD.7 Page.No. 162) |
| 97 | Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 1200mm diameter in proper line, level and slope etc. complete. (SSR It. No. 11.18 , Pg. No. , Ref. No.: CD 7 , Add Specs: CD.7 Page.No. 162) |
| 98 | Providing and laying in situ / ready mix / ready mix M15 cement concrete of trap/ granite/ quartzite/ gneiss metal in foundation including necessary centering, formwork, bailing out water, compacting and curing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with natural /artifical sand) (SSR It. No. 12.25 , Pg. No. , Ref. No.: BR 5A , Add Specs: BR.5 Page One Number 105 and B.7, Page One Number 38) |
| 99 | Providing and laying in situ / ready mix M-30 controlled reinforced cement concrete of trap metal for raft slab including \\"V\\" haunches, formwork, scaffolding, compaction by vibrating, finishing curing etc. complete. concrete batch mix plant / pan mixer with fine agreegates of required specifications ( VSI sand finely washed etc ) etc. complete. (excluding reinforcement).a) RCC Grade with reversible drum type mixer/ concrete batch mix plant (pan mixer) . (SSR It. No. 17.32 , Pg. No. , Ref. No.: BR , Add Specs: MORT&H (5th Rev.) 1700, 2304) |
| 100 | Providing cast in situ / ready mix M30 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA (SSR It. No. 11.29 , Pg. No. , Ref. No.: CD , Add Specs: CD 8 Page 163) |
| 101 | Providing 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 smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition as per drawing and technical specifications etc. complete. (SSR It. No. 12.72 , Pg. No. , Ref. No.: MORTH , Add Specs: MORT and H 2200 &-710.1.4 of iRC 78) |
| 102 | Royalty for Sand |
| 103 | Royalty for 80 mm metal |
| 104 | Royalty for Murum |
| 105 | Conducting test for subgrade earth work (soil)C.B.R. Test ( Lab ) With compaction test. |
| 106 | Conducting test for subgrade earth work (soil) C.B.R. Test Field Determination Test |
| 107 | Conducting test for subgrade earth work (soil) Sieve Analysis. |
| 108 | Conducting test for subgrade earth work (soil) Liquid limit & plastic Limit. |
| 109 | Conducting test for subgrade earth work (soil) Compaction Test ( Proctor Density ). |
| 110 | Conducting test for stone rubble Crushing Value/Compressive Strength, Water Absorption & Specific Gravity, |
| 111 | Conducting test for Granular sub base GSB Mix Design./Cement Treated Sub Base ( CTSB) |
| 112 | Conducting test for Granular sub base Sieve Analysis. |
| 113 | Conducting test for Granular sub base Compaction Test ( Proctor Density ). |
| 114 | Conducting test for WBM Sieve Analysis. |
| 115 | Conducting test for WBM Flakiness Index & Elongation Index. |
| 116 | Conducting test for Wet mix Macadam |
| 117 | Conducting test for Cement (Physical test) Standard Consistancy, Fineness, Specific Gravity, Setting Time ( Initial & Final ), Compressive Strength, Soundness. |
| 118 | Conducting test for Cement (Physical test) Standard Consistancy, Fineness, Specific Gravity, Setting Time ( Initial & Final ), Compressive Strength, Soundness. |
| 119 | Conducting test for Cement Concrete Concrete Mix Design M-25 |
| 120 | Conducting test for Cement Concrete Concrete Mix Design M-30 |
| 121 | Conducting test for Cement Concrete Concrete Mix Design M-40 |
| 122 | Conducting test for Cement Concrete Compressive Strength OF C.C. Cube (Set of 3 cubes). |
| 123 | Conducting test for steel (Tensile strength, %, Elongation, Yield Stress,Weight-Per Meter, Bend / Rebend Test, Proof Stress.) Upto 16 mm (Set of 3 Bars) |
| 124 | Conducting test for steel (Tensile strength, %, Elongation, Yield Stress,Weight-Per Meter, Bend / Rebend Test, Proof Stress.) Above 16 mm (Set of 3 Bars) |
| 125 | Conducting test for Fine Aggregate Fineness Modulus ( Sieve Analysis ),Silt & Clay Content |
| 126 | Conducting test for Fine Aggregate Chloride & Sulphate Content. |
| 127 | Conducting test for Fine Aggregate Silt Factor. |
| 128 | Conducting test for Coarse Aggregate Water Absorption, Specific Gravity,Impact Value, Crushing Value. |
| 129 | Conducting test for Coarse Aggregate Sieve Analysis. |
| 130 | Conducting test for Coarse Aggregate Abrasion Value. |
| 131 | Conducting test for Coarse Aggregate Flakiness Index & Elongation Index. |
| 132 | Conducting test for Coarse Aggregate Stripping Value. (for Bituminous Work) |
| 133 | Conducting test for Coarse Aggregate Soundness. |
| 134 | Compressive Strength , Water Absorption,(Set of 8 Blocks) |
| 135 | Conducting test for Bitumen mix design BC |
| 136 | Conducting test for Bitumen mix design BM |
| 137 | Conducting test for Bitumen Bitumen All Basic test Penetration, Softening Point, Flash & Fire Point, Specific Gravity |
| 138 | Conducting test for Bitumen Viscosity. |
| 139 | Conducting test for Bitumen Ducility / Elastic Recovery |
| 140 | Conducting test for Bitumen Extraction &Sieve Analysis of Bituminous mix ( for BM/DBM/AC)(2 samples of extraction for one sieve analysis including extraction) |
| 141 | Conducting test for Bitumen Density of Bituminous Core. |
| 142 | Conducting test for Road sign board Retro Reflective Test. |
| 143 | Conducting test for paint / thermoplastic paint Glass bead contents & grading analysis. |
| 144 | Conducting test for paint / thermoplastic paint Reflectance & yellowness index |
| 145 | Conducting test for paint / thermoplastic paint Flowability.(Percentage residue). |
| 146 | Conducting test for paint / thermoplastic paint Softening Point. (Ring & ball method). |
| 147 | Conducting test for paint / thermoplastic paint Drying Time. |
| 148 | Toll charges for Transpoting of Bitumen Please Enable Macros to View BoQ information |
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