Sales : +91-777 804 8217
| Sl. No. | Item Description |
| 1 | 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 |
| 2 | Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete.(By Mechnical Means) (A) Upto 1.50 m Depth |
| 3 | Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete.(By Mechnical Means) (B) Below 1.50 m Depth |
| 4 | Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete.(By Manual Means) |
| 5 | Excavation for foundation in hard murum and boulders including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete. |
| 6 | Excavation for foundation in soft rock including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete. |
| 7 | Excavation for foundation in hard rock by chiselling and wedging or line drilling including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete. (excluding dewatering) |
| 8 | 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) |
| 9 | Conveying the materials obtained from road cutting/excavation including all lifts & leads inclusive from the site of excavation to the site of deposition as directed. |
| 10 | Providing and filling sand in foundation trenches / below Raft as per drawing and technical specifications etc. complete. (Coarse Sand / Gravel/VSI Sand ) |
| 11 | 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) (A) Ch 97+540 |
| 12 | 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) (B) Ch 106+600 |
| 13 | Providing and filling annular space around footing in rock by using concrete of M15 grade etc. complete. (A) Ch 97+540 |
| 14 | Providing and laying in situ / ready mix controlled grade of M 30 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 Natural sand / VSI sand finely washed etc ),, excluding reinforcement) (B) Ch 106+600 |
| 15 | 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 Natural / VSI standard Artificial Sand) etc. complete. (excluding reinforcement) with reversible drum type mixer/ concrete batch mix plant (pan mixer) . (B) Ch 106+600 |
| 16 | Prividing and fixing pressure relief pipes of 100 mm diametre of AC / PVC as per drawing for R.C.C Raft, galaries returns, abutments, wing wall etc complete. |
| 17 | Providing and laying plain in situ / ready mix M-30 cement concrete of trap/ granite/quartzite/gneiss/ crushed stone metal mechanically mixed, placed in foundation and compacted by vibration including necessary bailing out water, curing curing concrete batch mix plant / pan mixer with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) (excluding dewatering by pump) for 14 days RCC Grade.With Concrete Mixer (A) Ch 97+540 |
| 18 | Providing and laying in situ / ready mix M-30 plain cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu 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 form work 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 in charge with all lift and lead (With Batch Mix Plant) With fully automatic micro processor based PLC with SCADA enable with Natural / VSI standard Artificial Sand (A) Ch 97+540 |
| 19 | Providing and laying in situ / ready mix M-30 RCC of trap/ granite/ quartzite/ gneiss metal for RCC work of box cell walls 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(Natural sand / VSI sand finely washed etc ) (B) Ch 106+600 |
| 20 | Providing and laying in situ / ready mix M-30 RCC of trap/ granite/ quartzite/ gneiss metal for RCC work of Cantilever Returnsincluding 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(Natural sand / VSI sand finely washed etc ) (A) Ch 97+540 |
| 21 | Providing and laying in situ / ready mix M-30 RCC of trap/ granite/ quartzite/ gneiss metal for RCC work of Cantilever Returnsincluding 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(Natural sand / VSI sand finely washed etc ) (B) Ch 106+600 |
| 22 | Providing and laying in situ / ready mix M-30 RCC of trap/ granite/ quartzite/ gneiss metal for RCC work of ballast walls, 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(Natural sand / VSI sand finely washed etc ) (B) Ch 106+600 |
| 23 | 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. (height up to 4 meter with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with Natural / VSI standard Artificial Sand) (A) Ch 97+540 |
| 24 | 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. (height up to 4 meter with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with Natural / VSI standard Artificial Sand) (B) Ch 106+600 |
| 25 | Providing and laying cement concrete wearing coat M30 grade with batch mix type/concrete mixer with SCADA including reinforcement as per drawings and Technical specifications etc.complete with fine agreegates of required specifications (Natural sand/ VSI sand finely washed etc ) (A) Ch 97+540 |
| 26 | Providing and laying cement concrete wearing coat M30 grade with batch mix type/concrete mixer with SCADA including reinforcement as per drawings and Technical specifications etc.complete with fine agreegates of required specifications (Natural sand/ VSI sand finely washed etc ) (B) Ch 106+600 |
| 27 | Providing and laying weep holes of 100 mm diameter AC/PVC pipes as per drawing for abutment returns, return walls etc. Complete. |
| 28 | Providing and fixing bituminous pad 25mm thick for expansion joints in retaining wall, compound wall,bridge dirtwall etc. complete. |
| 29 | 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. (A) Ch 97+540 |
| 30 | 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. (B) Ch 106+600 |
| 31 | 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 bottomand 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. |
| 32 | Providing RCC railing of cast in situ / ready mix RCC posts with M20 CC of trap/ granite/ quartzite/ gneiss metal for horizontal and vertical members as per detailed drawings including reinforcement, scaffolding, centering, formwork, compaction, finishing and curing with watering chemical compound etc. complete. (fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) |
| 33 | Back filling behind abutment, wing wall and return wall as per drawings and technical specifications etc. complete. (by granular material) (A) Ch 97+540 |
| 34 | Back filling behind abutment, wing wall and return wall as per drawings and technical specifications etc. complete. (by granular material) (B) Ch 106+600 |
| 35 | Providing and laying 0.90 meter thick metal mat consisting of rubble, over size 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.(A) Ch 97+540 |
| 36 | Providing and laying 0.90 meter thick metal mat consisting of rubble, over size 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. (B) Ch 106+600 |
| 37 | Providing selected hard murum filling including laying in layers of 15to 20cm with watering and compacting etc. complete (A) Ch 97+540 |
| 38 | Providing selected hard murum filling including laying in layers of 15to 20cm with watering and compacting etc. complete (B) Ch 106+600 |
| 39 | Providing and applying one coat of seal cement primer of approved manufacture and shade including scafolding preparing the surface by cleaning dirt and other foreign mattter,sraping if necessary including scafolding etc complete |
| 40 | Providing and applying two coat of water based cement paint to unplastered concrete surface after cleaning the surface of dirt,dust,oil,grease,efflorescence etc.complete.(applying1litrepaint on 2 Square Metre) |
| 41 | Providing and applying two coats of exterior acraylic emulsion paint confirming to corresponding I.S. of approved manufacture and of approved colour to the plastered surfaces including cleaning ,preparing the plaster surface, applying primer coat ,scaffolding if necessary , and watering the surface for two days etc complete. |
| 42 | Providing cast in situ / ready mix M-20 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 (A) Ch 97+540 |
| 43 | Providing cast in situ / ready mix M-20 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 (B) Ch 106+600 |
| 44 | Providing dry rubble stone pitching 23 cm (about 9 ) thick including all material, quarry spalls, labour etc. complete. (A) Ch 97+540 |
| 45 | Providing dry rubble stone pitching 23 cm (about 9 ) thick including all material, quarry spalls, labour etc. complete. (B) Ch 106+600 |
| 46 | Providing Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with R.C.C. M 30 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 design given in the enclosure to MOST circular 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 (A) Ch 97+540 |
| 47 | Providing Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with R.C.C. M 30 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 design given in the enclosure to MOST circular 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 (B) Ch 106+600 |
| 48 | Cutting down trees including trunks and branches with girths above 30cm to 60cm and stacking the materials neatly with all lifts and lead of 1000m. as directed and earth filling in the depression/pit if any. |
| 49 | Cutting 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. |
| 50 | 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. By Mechanical Means |
| 51 | Excavation for roadway in hard murrum 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. By Mechanical Means |
| 52 | Watering & compacting of embankment formed of materials obtained from the road cutting/road side gutter/borrwon pits within a lead of 50 m, not less than 97 % of standard Proctor density after laying them in layers of 20 cm. to 30 cm. with vibratory roller. (A) Ch 97+540 |
| 53 | Watering & compacting of embankment formed of materials obtained from the road cutting/road side gutter/borrwon pits within a lead of 50 m, not less than 97 % of standard Proctor density after laying them in layers of 20 cm. to 30 cm. with vibratory roller. (B) Ch 106+600 |
| 54 | Providing earth work in embankment with approved materials of Design CBR at specified Dry Density and moisture content obtained from departmental land or other sources approved by Engineer Incharge upto all lead 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 VSat attachment to achieve not less than 97 % of standard proctor density etc. complete (A) Ch 97+540 |
| 55 | Providing earth work in embankment with approved materials of Design CBR at specified Dry Density and moisture content obtained from departmental land or other sources approved by Engineer Incharge upto all lead 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 VSat attachment to achieve not less than 97 % of standard proctor density etc. complete (B) Ch 106+600 |
| 56 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader / Paver on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- By Mix in Place Method and Grading - II Material (A) Ch 97+540 |
| 57 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader / Paver on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- By Mix in Place Method and Grading - II Material (B) Ch 106+600 |
| 58 | 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 Intelligent Compactor with compaction analyzer and V-Sat attachment. to the required density. Grading I (Using Screening Type B (11.2 mm) Aggregate) (A) Ch 97+540 |
| 59 | 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 Intelligent Compactor with compaction analyzer and V-Sat attachment. to the required density. Grading I (Using Screening Type B (11.2 mm) Aggregate) (B) Ch 106+600 |
| 60 | 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 Intelligent Compactor with compaction analyzer and V-Sat attachment. to the required density. Grading II (Using Screening Type B (11.2 mm) Aggregate) (A) Ch 97+540 |
| 61 | 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 Intelligent Compactor with compaction analyzer and V-Sat attachment. to the required density. Grading II (Using Screening Type B (11.2 mm) Aggregate)(B) Ch 106+600 |
| 62 | Providing and constructing 75 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of specified grade @ 2 Kg/sqm, spreading 12 mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface. (VG-30 bulk bitumen rates are considered to arrive at rates) (A) Ch 97+540 |
| 63 | Providing and constructing 75 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of specified grade @ 2 Kg/sqm, spreading 12 mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface. (VG-30 bulk bitumen rates are considered to arrive at rates) (B) Ch 106+600 |
| 64 | 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 3.00kg/10 sqm.VG 30 bulk bitumen (A) Ch 97+540 |
| 65 | 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 3.00kg/10 sqm.VG 30 bulk bitumen (B) Ch 106+600 |
| 66 | 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) (A) Ch 97+540 |
| 67 | 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) (B) Ch 106+600 |
| 68 | Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materials and bitumen of specified grade preparing existing road surface, heating and applying bitumen @ 0.98 KgSqm. by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 MT. etc. complete. (VG-30 bulk bitumen rates are considered to arrive at rates) (A) Ch 97+540 |
| 69 | Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materials and bitumen of specified grade preparing existing road surface, heating and applying bitumen @ 0.98 KgSqm. by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 MT. etc. complete. (VG-30 bulk bitumen rates are considered to arrive at rates) (B) Ch 106+600 |
| 70 | Supplying murum having PI < 6 at the road side, including conveying and stacking complete. (A) Ch 97+540 |
| 71 | Supplying murum having PI < 6 at the road side, including conveying and stacking complete. (B) Ch 106+600 |
| 72 | Spreading gravel/sand/soft murrum/hard murrum including sectioning complete as directed by Engineer Incharge (A) Ch 97+540 |
| 73 | Spreading gravel/sand/soft murrum/hard murrum including sectioning complete as directed by Engineer Incharge (B) Ch 106+600 |
| 74 | Compacting the hard murum side widths including laying inlayers on each side with power roller including artificial watering etc. complete. (A) Ch 97+540 |
| 75 | Compacting the hard murum side widths including laying inlayers on each side with power roller including artificial watering etc. complete. (B) Ch 106+600 |
| 76 | 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. By Mechanical Means (A) Ch 97+540 |
| 77 | 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. By Mechanical Means (B) Ch 106+600 |
| 78 | Providing and fixing R.C.C. 200 metre stones as per I.R.C. standard including fixing in standard size C.C.1:4:8 block including curing, painting lettering etc. complete (A) Ch 97+540 |
| 79 | Providing and fixing R.C.C. 200 metre stones as per I.R.C. standard including fixing in standard size C.C.1:4:8 block including curing, painting lettering etc. complete (B) Ch 106+600 |
| 80 | Providing & fixing R.C.C. 1:2:4 ordinary km. stones including painting numbering etc. complete for N.H./ S.H./ M.D.R. etc. as per IRC design for highway km stone and fixing in standard size C.C. 1:4:8 block etc. complete (A) Ch 97+540 |
| 81 | Providing & fixing R.C.C. 1:2:4 ordinary km. stones including painting numbering etc. complete for N.H./ S.H./ M.D.R. etc. as per IRC design for highway km stone and fixing in standard size C.C. 1:4:8 block etc. complete (B) Ch 106+600 |
| 82 | Road Marking with Hot Applied Thermoplastic compound with Reflectorizing Glass Beads on Bituminous urfaceProviding and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete |
| 83 | Providing and fixing Mandatory/Regulatory sign boards in circular shape of 900 mm dia made out of 4mm aluminum composite material ( ACM) sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity microprismatic grade sheetingHIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:672012 Table No 8.3 supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m 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. Class B ( Type IV High intensity microprismatic grade sheetingHIP) shall have 7 years written warranty from the manufacturer & authorised distributor/convertor issued for field performance including the screen printed areas and cutout sheeting and cutout durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/ supplier. (A) Ch 97+540 |
| 84 | Providing and fixing Mandatory/Regulatory sign boards in circular shape of 900 mm dia made out of 4mm aluminum composite material ( ACM) sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity microprismatic grade sheetingHIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:672012 Table No 8.3 supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m 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. Class B ( Type IV High intensity microprismatic grade sheetingHIP) shall have 7 years written warranty from the manufacturer & authorised distributor/convertor issued for field performance including the screen printed areas and cutout sheeting and cutout durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/ supplier. (B) Ch 106+600 |
| 85 | Providing and fixing stream lined M-20 grade RCC guard stone including mild steel bar reinforcement etc. complete. |
| 86 | Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of 600 mm made out of 1.5mm aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity microprismatic grade sheetingHIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:672012 Table No 8.3 supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m 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. Class B ( Type IV High intensity microprismatic grade sheetingHIP) shall have 7 years written warranty from the manufacturer & authorised distributor/convertor issued for field performance including the screen printed areas and cutout sheeting and cutout durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier |
| 87 | Providing cast in situ / ready mix M10 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 with Natural / VSI standard Artificial Sand, cement 4.05 bags/cumt) with PLUMS 40% (A) Ch 97+540 |
| 88 | Providing cast in situ / ready mix M10 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 with Natural / VSI standard Artificial Sand, cement 4.05 bags/cumt) (B) Ch 106+600 |
| 89 | Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 900 mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. (A) Ch 97+540 |
| 90 | Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 900 mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. (B) Ch 106+600 |
| 91 | Removing lime or lean cement or P.C.C concrete including stacking the spoils as directed with all leads, lifts etc, complete. |
| 92 | Dismantling stone masonry in lime or cement mortar includingstacking the materils as directed with all leads, lifts etc. |
| 93 | Removing rich mix concrete /R.C.C including stacking the spoils as directed with all leads, lifts etc, complete. |
| 94 | Removing iron pipe railing having wooden R.C.C.or C.C.or iron post and stacking the materials as directed etc. complete. |
| 95 | Providing vent holes 100mm diameter GI pipe in the slab and wearing course with iron grill at the top and GI pipe at bottom as per drawing etc. complete. |
| 96 | Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. |
| 97 | 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) |
| 98 | Royalty Charges |
| 99 | Recovery of Royalty Charges as per Government of Maharashtra, Revenue and Forest Departments Gazette at the specified Rate against the utilization of murrum/soil, solling/rubble and hand broken metal . (The said amount will be added in the bill of the contrator and will be equally deducted) (Fixed Rate) (A) Soil/Murrum |
| 100 | Recovery of Royalty Charges as per Government of Maharashtra, Revenue and Forest Departments Gazette at the specified Rate against the utilization of murrum/soil, solling/rubble and hand broken metal . (The said amount will be added in the bill of the contrator and will be equally deducted) (Fixed Rate) (B) Rubble/Solling/Hand Broken metal |
| 101 | Recovery of Royalty Charges as per Government of Maharashtra, Revenue and Forest Departments Gazette at the specified Rate against the utilization of murrum/soil, solling/rubble and hand broken metal . (The said amount will be added in the bill of the contrator and will be equally deducted) (Fixed Rate) ( C) Sand |
| 102 | Quality Control & Testing Charges |
| 103 | Providing charges for Conducting the various BASIC test on the CEMENT to be used for construction at Approved Govt laboratory of Public Works Department Or Any other Govt approved Institute used at site as per the prescribed Standard Frequency, method,procudure as Directed by Engineer Incharge including transporting charges for the sample from site of work to the labouratory location Standard Consistancy, Fineness, Specific Gravity, Setting Time ,Comp Strength |
| 104 | Providing charges for Conducting the various BASIC test on the FINE AGGREGATE/SAND to be used for construction at Approved Govt laboratory of Public Works Department Or Any other Govt approved Institute used at site as per the prescribed Standard Frequency, method,procudure as Directed by Engineer Incharge including transporting charges for the sample from site of work to the labouratory location Gradation / Fineness Modulus/Stilt Content |
| 105 | Providing charges for Conducting the various BASIC test on the COARSE AGGREGATE/METAL to be used for construction at Approved Govt laboratory of Public Works Department Or Any other Govt approved Institute used at site as per the prescribed Standard Frequency, method,procudure as Directed by Engineer Incharge including transporting charges for the sample from site of work to the labouratory location (A) Sieve Analysis / Gradation |
| 106 | Providing charges for Conducting the various BASIC test on the COARSE AGGREGATE/METAL to be used for construction at Approved Govt laboratory of Public Works Department Or Any other Govt approved Institute used at site as per the prescribed Standard Frequency, method,procudure as Directed by Engineer Incharge including transporting charges for the sample from site of work to the labouratory location (B)Impact Value/Crushing Value/Water Absorption/Specific Gravity |
| 107 | Providing charges for Conducting the various BASIC test on the COARSE AGGREGATE/METAL to be used for construction at Approved Govt laboratory of Public Works Department Or Any other Govt approved Institute used at site as per the prescribed Standard Frequency, method,procudure as Directed by Engineer Incharge including transporting charges for the sample from site of work to the labouratory location ( C)Abrasion Test |
| 108 | Providing charges for Conducting the various BASIC test on the COARSE AGGREGATE/METAL to be used for construction at Approved Govt laboratory of Public Works Department Or Any other Govt approved Institute used at site as per the prescribed Standard Frequency, method,procudure as Directed by Engineer Incharge including transporting charges for the sample from site of work to the labouratory location ( D) Flakiness Index & Elongation Index/ |
| 109 | Providing charges for Conducting the various BASIC test on the COARSE AGGREGATE/METAL to be used for construction at Approved Govt laboratory of Public Works Department Or Any other Govt approved Institute used at site as per the prescribed Standard Frequency, method,procudure as Directed by Engineer Incharge including transporting charges for the sample from site of work to the labouratory location (E) Soundness /Bulk Density |
| 110 | Providing charges for Conducting the various BASIC test on the COARSE AGGREGATE/METAL to be used for construction at Approved Govt laboratory of Public Works Department Or Any other Govt approved Institute used at site as per the prescribed Standard Frequency, method,procudure as Directed by Engineer Incharge including transporting charges for the sample from site of work to the labouratory location (F) Stripping Value |
| 111 | Providing charges for Conducting the various testi on the BITUMEN/EMULSION to be used for construction at Approved Govt laboratory of Public Works Department Or Any other Govt approved Institute used at site as per the prescribed Standard Frequency, method,procudure as Directed by Engineer Incharge including transporting charges for the sample from site of work to the labouratory location (A) Spec.Gravity / Penetration /Softening Point / Flash & Fire Point |
| 112 | Providing charges for Conducting the various testi on the BITUMEN/EMULSION to be used for construction at Approved Govt laboratory of Public Works Department Or Any other Govt approved Institute used at site as per the prescribed Standard Frequency, method,procudure as Directed by Engineer Incharge including transporting charges for the sample from site of work to the labouratory location (B)Ductility / Elastic Recovery |
| 113 | Providing charges for Conducting the various testi on the BITUMEN/EMULSION to be used for construction at Approved Govt laboratory of Public Works Department Or Any other Govt approved Institute used at site as per the prescribed Standard Frequency, method,procudure as Directed by Engineer Incharge including transporting charges for the sample from site of work to the labouratory location ( C)Viscosity |
| 114 | Providing charges for Conducting the various testi on the BITUMEN/EMULSION to be used for construction at Approved Govt laboratory of Public Works Department Or Any other Govt approved Institute used at site as per the prescribed Standard Frequency, method,procudure as Directed by Engineer Incharge including transporting charges for the sample from site of work to the labouratory location ( D) Plate test for Prime & Tack Coat |
| 115 | Providing charges for Conducting the various BASIC test on the SOIL/MURRUM to be used for construction at Approved Govt laboratory of Public Works Department Or Any other Govt approved Institute used at site as per the prescribed Standard Frequency, method,procudure as Directed by Engineer Incharge including transporting charges for the sample from site of work to the labouratory location (A) Plasticity Index(Liquid limit & Plastic limit) |
| 116 | Providing charges for Conducting the various BASIC test on the SOIL/MURRUM to be used for construction at Approved Govt laboratory of Public Works Department Or Any other Govt approved Institute used at site as per the prescribed Standard Frequency, method,procudure as Directed by Engineer Incharge including transporting charges for the sample from site of work to the labouratory location (B)California Bearing Ratio |
| 117 | Providing charges for Conducting the various BASIC test on the SOIL/MURRUM to be used for construction at Approved Govt laboratory of Public Works Department Or Any other Govt approved Institute used at site as per the prescribed Standard Frequency, method,procudure as Directed by Engineer Incharge including transporting charges for the sample from site of work to the labouratory location ( C)Proctor Density |
| 118 | Providing charges for Conducting the various BASIC test on the SOIL/MURRUM to be used for construction at Approved Govt laboratory of Public Works Department Or Any other Govt approved Institute used at site as per the prescribed Standard Frequency, method,procudure as Directed by Engineer Incharge including transporting charges for the sample from site of work to the labouratory location ( D) Field Moisture Content |
| 119 | Providing charges for Conducting the various BASIC test on the SOIL/MURRUM to be used for construction at Approved Govt laboratory of Public Works Department Or Any other Govt approved Institute used at site as per the prescribed Standard Frequency, method,procudure as Directed by Engineer Incharge including transporting charges for the sample from site of work to the labouratory location ( D) Field Density By Sand Replacement |
| 120 | Providing charges for Conducting the various test on the CONCRETE & OBTAINING DESIGN MIX FOR VARIOUS GRADE OF CONCRETE to be used for construction at Approved Govt laboratory of Public Works Department Or Any other Govt approved Institute used at site as per the prescribed Standard Frequency, method,procudure as Directed by Engineer Incharge including transporting charges for the sample from site of work to the labouratory location (A) Carrying out Mix Design for M-25/30 with required test |
| 121 | Providing charges for Conducting the various test on the CONCRETE & OBTAINING DESIGN MIX FOR VARIOUS GRADE OF CONCRETE to be used for construction at Approved Govt laboratory of Public Works Department Or Any other Govt approved Institute used at site as per the prescribed Standard Frequency, method,procudure as Directed by Engineer Incharge including transporting charges for the sample from site of work to the labouratory location ( B)Compressive Strength of Cubes |
| 122 | Providing charges for Conducting the various test on the CONCRETE & OBTAINING DESIGN MIX FOR VARIOUS GRADE OF CONCRETE to be used for construction at Approved Govt laboratory of Public Works Department Or Any other Govt approved Institute used at site as per the prescribed Standard Frequency, method,procudure as Directed by Engineer Incharge including transporting charges for the sample from site of work to the labouratory location ( C) Core Test on the Concrete |
| 123 | Providing charges for Conducting the various test on the BASE/SUB BASES & OBTAINING DESIGN MIX FOR THE SAME to be used for construction at Approved Govt laboratory of Public Works Department Or Any other Govt approved Institute used at site as per the prescribed Standard Frequency, method,procudure as Directed by Engineer Incharge including transporting charges for the sample from site of work to the labouratory location Carrying out Mix Design - For GSB |
| 124 | Providing charges for Conducting the various test on the H.Y.S.D/T.M.T Steel bars to be used for construction at Approved Govt laboratory of Public Works Department Or Any other Govt approved Institute used at site as per the prescribed Standard Frequency, method,procudure as Directed by Engineer Incharge including transporting charges for the sample from site of work to the labouratory location Tensile Strength, % Elongation,Yield Stress,Weigth,Bend/Re bend Test,Proof Test Please Enable Macros to View BoQ information |
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