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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.1 CrAdmitted-Finance NIKHIL GROUP BEHIND ICC TOWERS NEAR JW MARIOTT SHRI SHIVAJI CHS P NO 65 SENAPATI BAPAT ROAD PUNE MAHARASHTRA 411016 PUNE MAHARASHTRA INDIA 411016 | PUNE | MAHARASHTRA | 411016 | ₹41.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹43.2 CrAdmitted-Finance | ₹43.2 Cr | L2 | Admitted-Finance |
| 3 | Rejected-Technical PLOT NO 46 SHIVSAMPADA MUTHACOLONY SADAR BAZAR SATARA 415001 | SATARA | MAHARASHTRA | 415001 | - | - | Rejected-Technical Disqualified |
| 4 | Rejected-Technical MU SARAMBACHIWADI PO LONI BHAPKAR TA BARAMATI DIST PUNE 413102 | BARAMATI | PUNE | MAHARASHTRA | 413102 | - | - | Rejected-Technical Disqualified |
| 5 | Rejected-Technical | - | - | Rejected-Technical Disqualified |
| Sl No | Description | Qty | Unit | S AND J BUILDCON PRIVATE LIMITED L2 | M/s Nikhil Constructiongroup Private Limited L1 |
|---|---|---|---|---|---|
| 1.00 | Dismantling the R.C.C. work 1:2:4 and sorting out the materials such as steel etc. as directed and stacking them within the specified lead as directed. | 442.11 | One Cubic Metre | 1,502.6 ₹6.6 L | 1,050 ₹4.6 L |
| 2.00 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 milimetre, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 milimetre in thickness. | 17,000 | One Square Metre | 12.1 ₹2.1 L | 11 ₹1.9 L |
| 3.00 | 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 50 metre and spreading for embankment or stacking as directed. | 8,188.8 | One Cubic Metre | 114.4 ₹9.4 L | 125 ₹10.2 L |
| 4.00 | Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading for embankment or stacking as directed. | 5,459.2 | One Cubic Metre | 133.1 ₹7.3 L | 150 ₹8.2 L |
| 5.00 | Providing and Fixing Precast tapering R.C.C. M-40 grade Kerb Type-I (as per detailed drawing attached), in R-40 IRC specification (250x150x350) (Round Kerb-300mm Outer Radius) embeded 200 mm below Ground neately with fixing in Position Cement Mortar 1:2 etc. complete, including redoing the surface as specified and directed by Engineer-in-Charge including transportation, Loading, unloading and including all other taxes and excluding GST. | 2,000 | One Number | 228.8 ₹4.6 L | 275 ₹5.5 L |
| 6.00 | Providing earth work in embankment with approved materials obtained from other sources upto lead of 50 metre including all lifts, laying in layers of 20 centimetre to 30 centimetre thickness breaking clods, dressing to the required lines, curves, grades and 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). | 26,953.92 | One Cubic Metre | 812.24 ₹2.2 Cr | 490 ₹1.3 Cr |
| 7.00 | Watering and compacting of embankment formed of materials obtained from the road cutting, within a lead of 50 metre, not less than 97 percent of standard proctor density after laying them in layers of 20 centimetre to 30 centimetre with vibratory roller. | 5,459.2 | One Cubic Metre | 89.1 ₹4.9 L | 89 ₹4.9 L |
| 8.00 | 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 50 metre and spreading for embankment or stacking as directed. | 44,630.52 | One Cubic Metre | 114.4 ₹51.1 L | 125 ₹55.8 L |
| 9.00 | Providing soling using 80 milimetre size trap metal in 15 centimetre layer including filling voids with crushed sand/ grit, ramming, watering etc. complete. | 5,815.41 | One Cubic Metre | 1,819.73 ₹1.1 Cr | 1,550 ₹90.1 L |
| 10.00 | Removal of unserviceable soil / material- Transportation of material obtained from BDW debris of various sorts including necessary excavation/loosing including loading, unloading and conveying and disposing as directed. ( For 5.0 Km) | 42,464.18 | One Cubic Metre | 242 ₹1.0 Cr | 210 ₹89.2 L |
Tender Value
₹39.4 Cr
EMD Value
₹19.7 L
Closing Date
5 May 2022, 6:55 pmClosed
Executive Engineer Public Work(East)Division Pune
Executive Engineer Public Work(East)Division Pune
Improvement to Amrapur Kada Pathardi Karjat Bhighwan to Baramati Road SH 54 Km 174/00 to 180/00 Tal. Indapur, Dist. Pune.
2022_PWDRP_788700_1
E Tender Notice No.104 for 2021-2022
Open Tender
Civil Works - Roads
540 days
Tal. Indapur, Dist. Pune.
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,360
₹19.7 L
Chief Engineer, P. W. Region Office, Pune
27 May 2022
11 Apr 2022
9 May 2022
11 Apr 2022
5 May 2022
11 Apr 2022
11 Apr 2022 - 19 Apr 2022
19 Apr 2022
Amount
Dismantling the R.C.C. work 1:2:4 and sorting out the materials such as steel etc. as directed and stacking them within the specified lead as directed.
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 milimetre, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 milimetre in thickness.
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 50 metre and spreading for embankment or stacking as directed.
Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading for embankment or stacking as directed.
Providing and Fixing Precast tapering R.C.C. M-40 grade Kerb Type-I (as per detailed drawing attached), in R-40 IRC specification (250x150x350) (Round Kerb-300mm Outer Radius) embeded 200 mm below Ground neately with fixing in Position Cement Mortar 1:2 etc. complete, including redoing the surface as specified and directed by Engineer-in-Charge including transportation, Loading, unloading and including all other taxes and excluding GST.
Providing earth work in embankment with approved materials obtained from other sources upto lead of 50 metre including all lifts, laying in layers of 20 centimetre to 30 centimetre thickness breaking clods, dressing to the required lines, curves, grades and 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).
Watering and compacting of embankment formed of materials obtained from the road cutting, within a lead of 50 metre, not less than 97 percent of standard proctor density after laying them in layers of 20 centimetre to 30 centimetre with vibratory roller.
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 50 metre and spreading for embankment or stacking as directed.
Providing soling using 80 milimetre size trap metal in 15 centimetre layer including filling voids with crushed sand/ grit, ramming, watering etc. complete.
Removal of unserviceable soil / material- Transportation of material obtained from BDW debris of various sorts including necessary excavation/loosing including loading, unloading and conveying and disposing as directed. ( For 5.0 Km)
Construction of granular sub-base by Plant Mix Method by providing close graded Material, mixing in a mechanical mix plant at Optimum Moisture Content, carriage of mixed Material to work site,spreading in uniform layers with Motor Grader/ Paver on prepared surface and compacting with vibratory power roller to achieve the desired density complete as per clause 401.For Grading I Material.
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.
Proving and laying bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder, transported to site with Vehicle Tracking System, laid over a previously prepared surface, finished to the required grade, level, alignment and rolling to achieve the desired compaction for 80/100 milimetre compacted thickness with 3.3 percent VG-30 bitumen using Batch Mix type hot mix plant with Superwisery Control and Data Acquisition, Sensor Paver, vibratory roller.
Providing and laying in situ / ready mix / ready mix Mix-10 cement concrete of trap metal in foundation including necessary centering, formwork, bailing out water, compacting,curing etc. complete, with fully automatic micro processor based Programmable Logic Controller with Superwisery Control and Data Acquisition enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with natural /artifical sand).
Providing and Fixing Precast tapering R.C.C. M-40 grade Kerb Type-II (as per detailed drawing attached), in R-40 IRC specification (250x150x350) (Round Kerb-300mm Outer Radius) embeded 200 mm below Ground neately with fixing in Position Cement Mortar 1:2 etc. complete, including redoing the surface as specified and directed by Engineer-in-Charge including transportation, Loading, unloading and including all other taxes and excluding GST.
Proving and laying Dense Bituminous Macadam using crushed aggregates of grading 1, premixed with bituminous binder VG-30 bitumen at the rate 4.50 percent by weight of total mix and filler, transported to site with Vehicle Tracking System, laid over a previously prepared surface, finished to the required grade, level, alignment and rolling to achieve the desired density for 76-100 milimetrem compacted thickness, using Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory Roller with Stone Dust filler.
Providing and laying bituminous concrete using crushed aggregates of Grading-1, premixed with bituminous binder at 5.20 percent by weight of total mix and filler, transported to site with Vehicle Tracking System, laid over a previously prepared surface, finished to the required grade, level, alignment and rolling to achieve the desired compaction for 50 milimetre compacted thickness with VG-30 Bitumen, excluding prime/tack coat. Using Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory Roller with Stone Dust filler.
Providing and applying tack coat on the prepared surface heating by flames in boiler and spraying bitumen set footed in bitumen boiler on Black Top surface at 2.50 Kilogram per 10 Square Metre using VG-30 grade bulk bitumen.
Providing and Fixing Precast tapering R.C.C. M-40 grade Kerbs Type-VII (as per detailed drawing attached), in R-40 IRC specification (250x75x350) (Straight Kerb-250mm length) embeded 150 mm below Ground neately with fixing in Position Cement Mortar 1:2 etc. complete, including redoing the surface as specified and directed by Engineer-in-Charge including transportation, Loading, unloading and including all other taxes and excluding GST.
Providing and applying primer coat with bitumen emulsion on prepared surface of Granular Base including clearing of road surface and spraying primer at the rate of 0.60 kilogram/Square Metre using mechanical means.
Providing and applying tack coat on the prepared surface heating by flames in boiler and spraying bitumen with sprayer on Granular surface with primer at 2.75 kilogram per 10 Square Metre using VG-30 grade bulk bitumen.
Providing and laying concrete pipe of Indian Standard Non Pressure class of 300 milimetre 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.
Providing and constructing Brick Masonry Inspection Chamber 90 centimetre x 45 centimetre x 90 centimetre including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round Glazed Stone Ware pipes, Brick Masonry, plastering from inside and with frame fixed in cement concrete with Reinforced Cement Concrete cover medium duty 140 kilogram with frame etc. complete.
Providing and laying in situ / ready mix / ready mix Mix-10 cement concrete of trap metal in foundation including necessary centering, formwork, bailing out water, compacting,curing etc. complete, with fully automatic micro processor based Programmable Logic Controller with Superwisery Control and Data Acquisition enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with natural /artifical sand).
Providing and laying in situ/ Ready Mix cement concrete Mix-20 of trap/ granite/quartzite/ gneiss metal for Reinforced Cement Concrete work in foundations like raft, strip foundations, grillage and footings of Reinforced Cement Concrete columns and steel stanchions etc. including bailing out water, formwork, laying/ pumping cover blocks, compaction and curing roughening the surface if special finish is to be provided, (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based Programmable Logic Controller with Superwisery Control and Data Acquisitionenabled Reversible Drum Type mixer/ concrete Batch Mix plant (Pan mixer) etc. complete, with fine aggregate (Crushed sand V.S.I. Grade).
Providing expansion joints with 25 milimetre thick bituminous pad as per detailed drawings etc. complete.
Providing, cutting, bending, hooking, tying and laying in position Thermo Mechanically Treated FE 500 steel bars for reinforcement for all Reinforced Cement Concrete works as per detailed drawings etc. complete.
Stamped Concrete :- Thin overlay approximately 1/32" to 5/16"(thicker application may be nessecery in some situations) of stamped concrete overlays over M-20 concrete of 150mm thick-surface, interior, applied smooth,textured or stamped in various patterns and designs using stamps and semless texture skins, then antiqued, chemically stained or integrally colored and sealed with the appropriate coating. Systems sealers or protective top coats according to the job conditions and specifications. (including the cost of M-20 concrete of 150mm thickness)
Providing and laying Weep Holes of 100 milimetre diameter Asbestos Cement / PolyVenylChloride pipes as per drawing for abutment returns, return walls etc. complete.
Construction of granular sub-base by Plant Mix Method by providing close graded Material, mixing in a mechanical mix plant at Optimum Moisture Content, carriage of mixed Material to work site,spreading in uniform layers with Motor Grader/ Paver on prepared surface and compacting with vibratory power roller to achieve the desired density complete as per clause 401.For Grading I Material.
Providing and laying concrete pipe of Indian Standard Non Pressure class of 150 milimetre 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.
Providing and casting in situ or precast tapering Reinforced Cement Concrete Mix-20 Barrier type Kerb without gutter (as per IRC:86-1983) embedded 125 milimetre below ground level over Mix-10 Plain Cement Concrete finished neatly with Cement Mortar 1:2, setting the same in Cement Mortar 1:2, including the required excavation in any strata and removing the excavated stuff anywhere in city and redoing the surface as specified and directed by Engineering In-charge. Using Concrete Batching and Mixing Plant.
Providing and applying two coats of flat oil paint of approved colour and shade to internal / external plastered surfaces including scaffolding if necessary, cleaning and preparing the surface (excluding primer coat) etc. complete.
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 Manual Means.
Providing cast in situ / ready mix Mix-20 grade cement concrete for head walls of Cross Drainage 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 Superwisery Control and Data Acquisition, with Natural / Vertical Shaft Impact (VSI) standard Artificial Sand.
Central Kerb Stone ( Kerb Stone ) :-Providing and casting in situ or precast tapering R.C.C. M20 Barrier type Kerb without gutter ( as per IRC 86 1983) embedded 125mm below ground level over M10 PCC finished neatly with C.M. 1:2, setting the same in C.M. 1:2, including the required excavation in any strata and removing the excavated stuff any where in city and redoing the surface as specified and directed by Engineering Incharge. Using Concrete Batching and Mixing Plant.
Providing and applying two coats of flat oil paint of approved colour and shade to internal / external plastered surfaces including scaffolding if necessary, cleaning and preparing the surface (excluding primer coat) etc. complete.
Excavation for foundation in hard murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.
Excavation for foundation in soft rock including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.
Providing rubble filling of trap stones in foundation including filling voids with sand/grit and compaction etc. complete.
Providing and laying in situ / ready mix cement concrete of Mix-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 (VSI sand finely washed etc.)
Providing and laying cement concrete pipe of Indian Standard 458:2003 non pressure-4 class of 1200 milimetre diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 complete.
Providing and laying in situ/ ready mix Mix-15 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 formwork centering, (excluding dewatering by means of pump) and including bailling out water and curing finishing in cement mortar 1:3 etc. complete, as directed by engineer in charge, for height upto 5 metre, with Concrete Mixer, with with fine agreegates of required specifications (VSI sand finely washed etc.)The basic rate shall be increased for height above 5.00 metre in following manners (A) Depth upto 10 metre percent extra for rate, (B) Depth upto 15 metre Add 40 percent extra for rate, C) Depth upto 20 metre Add 60 percent extra for rate, (D) Depth upto 20 metre Add 100 percent extra for rate.
Providing earth work in embankment with approved materials obtained from other sources upto lead of 50 metre including all lifts, laying in layers of 20 centimetre to 30 centimetre thickness breaking clods, dressing to the required lines, curves, grades and 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).
Providing and fixing precast tapering RCC M 40 grade Kerb Type-VI-B(as per deatiled drawing attached), in R-40 IRC specification(1000x250-150x350) embedded 200 mm below ground neatly with fixing in position cement mortar 1:2 etc. complete, including redoing the surface as specified and directed by Engineer- in charge including transportation, loading, unloading and including all other taxes and excluding GST as per SSR 18-19 with crushed sand.
Filling in plinth and floors with contractors material/ brought from outside and approved by Engineer incharge in layers of 15 centimetre to 20 centimetre including watering and compaction etc. complete.Spec. No. : Bd.A. 11/Page No. 263
Supplying and fixing Cobbels stone of size 100mmx100mmx65mm thick of black color with natural finish and four side machine cut Granite cobells Of different colours & fixing in 1:6 cement mortar on an average 55 mm thick cement bed. Gaps in two stones to be filled by 1:3 cement morter & filler of colour cement with sunk pointing and machine cut straight line looks square shape as per detail drawing & specifications & as per the directed by engineer-in-charge including transportation. Loading, unloading and all other taxes and excluding GST.
Supply & Fixing precast cement concrete cylindrical Bollard of size (as per detailed drawing attached) & 950mm height (650mm above finish level of 150 mm Diameter manufactured by M-30 grade of concrete (with VSI quality standard Artificial sand) by vibro compaction process using FRP moulds & painting with approved weather shield paint of approved colour & texture, single & Double groove cut inside of 10 mm width and 75mm wide placed at 150 mm from top finish (Reflective fluorescent tape should be sticked at 75mm grooved placed) as per detail drawing as directed by engineer in charge including transportation, Loading, unloading and including all other taxes and excluding GST.
Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of 900 milimetre out of 2 milimetre aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per Indian Road Congress:67-2012 Table No 8.3 Supported with back support frame 25 milimetre x 25 milimetre x 3 milimetre, duly painted on back side with grey stove enamel paint and supported on one numberof mild steel angle iron post of size 65 milimetre x 65 milimetre x 6 milimetre, 3.45 metrelong, duly painted with with flat oil paint having alternate black and white bands of 25 centimetre width including Galvanised Iron fixtures etc. fixing the boards in Mix-25 grade concrete block of size 60 centimetre x 60 centimetre x 75 centimetre including transportation etc. complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.
Providing and fixing Mandatory/Regulatory sign boards in cIndian Road Congressular shape of 600 milimetre diameter made out of 1.5 milimetre aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per Indian Road Congress:67-2012 Table No 8.3 Supported with back support frame 25 milimetre x 25 milimetre x 3 milimetre, duly painted on back side with grey stove enamel paint and supported on one numberof mild steel angle iron post of size 65 milimetre x 65 milimetre x 6 milimetre, 3.45 metrelong, duly painted with with flat oil paint having alternate black and white bands of 25 centimetre width including Galvanised Iron fixtures etc. fixing the boards in Mix-25 grade concrete block of size 60 centimetre x 60 centimetre x 75 centimetre including transportation etc. complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.
Providing and fixing Cautionary/Warning sign boards in Octagone size of 900 milimetre out of 2 milimetre aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per Indian Road Congress:67-2012 Table No 8.3 Supported with back support frame 25 milimetre x 25 milimetre x 3 milimetre, duly painted on back side with grey stove enamel paint and supported on one numberof mild steel angle iron post of size 65 milimetre x 65 milimetre x 6 milimetre, 3.45 metrelong, duly painted with with flat oil paint having alternate black and white bands of 25 centimetre width including Galvanised Iron fixtures etc. fixing the boards in Mix-25 grade concrete block of size 60 centimetre x 60 centimetre x 75 centimetre including transportation etc. complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.
Providing and fixing of retro-reflectorised informatory sign board Rectangular/ Square in shape having area less than 0.9 square metre made out of 2 milimetre aluminum sheet bonded with white retro reflective sheeting bonded with white retro reflective sheeting of Class B (Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/ heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per Indian Road Congress:67-2012, table number 8.3, supported with back support frame 25 milimetre x 25 milimetre x 3 milimetre, duly painted on back side with two coats of grey stove enamel paint and supported on one number of Mild Steel angle iron post of size 75 milimetre x 75 milimetre x 6 milimetre, 3.5 metre long, firmly fixed to the ground by means of properly designed foundation with Mix-25 grade cement concrete 45 centimetre x 45 centimetre x 60 centimetre, 60 centimetre below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paint having alternate black and white bands of 25 centimetre width including Galvanised Iron fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B (Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/ convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/ supplier.
Providing and fixing of retro-reflectorised informatory sign board Rectangular/ Square in shape having area greater than 0.9 square metre made out of 2 milimetre aluminum sheet bonded with white retro reflective sheeting bonded with white retro reflective sheeting of Class B (Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/ heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per Indian Road Congress:67-2012, table number 8.3, supported with back support frame 25 milimetre x 25 milimetre x 3 milimetre duly painted on back side with two coats of grey stove enamel paint and supported on one number of Mild Steel angle iron post of size 75 milimetre x 75 milimetre x 6 milimetre, 3.5 metre long, firmly fixed to the ground by means of properly designed foundation with Mix-25 grade cement concrete 45 centimetre x 45 centimetre x 60 centimetre, 60 centimetre below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paint having alternate black and white bands of 25 centimetre width including Galvanised Iron fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B (Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/ convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/ supplier.
Providing and laying of hot applied thermoplastic compound 2.50 milimetre thick including reflectorizing glass beads at 250 grams per square metre area, thickness of 2.50 milimetre is exclusive of surface applied glass beads as per Indian Road Congress:35. The finished surface to be level, uniform and free from streaks and holes complete.
Providing and fixing reinforced cement concrete 5th kilometre stones on major district road including painting ,numbering as per Indian Road Congress design kilometre stone and fixing in standard size cement concrete 1:4:8 block complete.
Providing and laying factory made cement concrete grass paver blocks of size 600mmx400mmx60mm thickness of M:35 grade chamfered at on edges to maintain web thickness of 47mm including 8 square shaped through openings placed diagonally of 94mmx94mm with 2 triangular openings of 94mmx94mm on the longer side and 1 triangular opening of 94mm x94mm on shorter side of CC grass paver block to match the opening of other paver block to develop the overall pattern as detailed in drawing, made by table vibratory method using PU mould, laid in of grey colour and reequired pattern over 50 mm thick compacted bed of garden soil, compacting and proper embedding/laying of paver blocks into the soil layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand/soil etc. complete including transpotation, loading, unloading, all other taxes and excluding GST.
Providing and fixing reinforced cement concrete 1:2:4 ordinary kilometre stones including painting,numbering as per Indian Road Congress design for major district road kilometre stone and fixing in standard size cement concrete 1:4:8 block complete.
Providing and fixing reinforced cement concrete 200 metre stone as per Indian Road Congress standard including fixing in block of cement concrete 1:4:8,painting lettering complete.
Supplying and installation of Road Delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 centimetre high above ground level, painted black and white in 15 centimetre wide strips, fitted with 80 x100 milimetre rectangular or 75 milimetre diameter circular reflectorised panels at the top, buried or pressed into the ground and conforming to Indian Road Congress 79 and the drawings complete.
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 kilogram tested in accordance to ASTM D 4280 Type H and complying to specifications of Category A of MORTH Circular Number RW/NH/33023/10-97 – DO III Dated 11-06-1997. The height, width and length shall not exceed 50 milimetre, 100 milimetre and 102 +/- 2 milimetre and with minimum reflective area of 13 square centimetre 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 milimetre and height not less than 30+/- 2 milimetre) from the body is to be a minimum value of 500 Kgf. 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.
Providing and Laying of Rumble strips with Plastirib 2K, or equivalent 2 component cold plastic profiled material to give total width of 500 mm and height of 10 mm. Ramp provided to give width of 145 mm, width of ribs to be 55mm laid at centre to centre distance of 35 mm, with reflective glass beads @ 350 gm / sqm. The finished surface to be levelled, uniform and free from streaks and holes, to be applied on the edge lines, including surface cleaning and cost of all materials etc. complete.
Picking the Black Top road surface including sectioning complete.
Providing and laying Natural Flair Shot blasted paver block of 60mm thick non-slippery concrete paving blocks of size 165x165.00x60mm thickness, the paver block should be of bevelled edges with face of block giving undulating guide, in Black and Terracotta colour as per the IS 15658-2006, laying paving blocks in position over prepared bed of natural sand/crushed sand of 50mm. The block should have exposed aggregate be shot blasted and bossed surface material made of high quality aggregate with colour UV stabilized and made from rich oxides. Block to be manufactured in fully automatic ISO certified vibration compaction machine having strength of M40 & cured in controlled temperature through mist. Transportation and fixing on site with all material and labour, including transportation, loading, unloading and all other taxes and excluding GST.
Providing & fixing Precast-Concrete Grating for Tree Girth of 30 Cm to 60 Cm Section of Size maximum 1500 x 1500 x75 mm thick machine moulded steam cured cement concrete perforated slab for tree guard layed over crushed gravel and crush stone in FRP having circular opening as per requirement on site as per detailed drawing & specification, and as directed by Engineer in Charge As directed by Engineer I
Providing and Fixing Precast tapering R.C.C. M-40 grade Kerbs Type-VIII (as per detailed drawing attached), in R-40 IRC specification (75x300) (Round Kerb-150mm outer radius) embeded 150 mm below Ground neately with fixing in Position Cement Mortar 1:2 etc. complete, including redoing the surface as specified and directed by Engineer-in-Charge including transportation, Loading, unloading and including all other taxes and excluding GST
Testing Charges for conducting BASIC TEST OF CEMENT.Standard Consistancy Fineness, Specific Gravity, Setting Time ( Initial & Final ), Compressive Strength and Soundness test.
Testing Charges for conducting BASIC TEST OF AGGREGATE. Water Absorption, Specific Gravity,Impact Value Crushing Value test.
Testing Charges for conducting BASIC TEST OF AGGREGATE. Sieve Analysis test.
Testing Charges for conducting BASIC TEST OF AGGREGATE. Flakiness Index/ Elongation Index test.
Testing Charges for conducting BASIC TEST OF AGGREGATE. Stripping Value test.
Testing Charges for conducting G.S.B. Mix Design test.
Testing Charges for conducting Wet Mix Macadam Mix Design test.
Testing Charges for conducting FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test.
Testing Charges for conducting CONCRETE Compressive Strength OF Cement Concrete Cube (Set of 3 cubes) test.
Testing Charges for conducting Concrete Mix Design (With all Tests on basic materials).
Testing Charges for conducting SOIL / MURUM Liquid limit & plastic Limit test.
Testing Charges for conducting SOIL / MURUM Compaction Test (Proctor Density).
Testing Charges for conducting SOIL / MURUM C.B.R. Test (Lab) Excluding compaction test.
Testing Charges for conducting SOIL / MURUM Field Density test by Sand Replacement Method.
Testing Charges for conducting BITUMEN Penetration, Softening Point, Flash & Fire Point and Specific Gravity test.
Testing Charges for conducting BITUMEN Viscosity test.
Testing Charges for conducting BITUMEN Extraction Test.
Testing Charges for conducting BITUMEN Marshall Stability & Flow measurement test. (Set of 3 moulds).
Testing Charges for conducting BITUMEN Job Mix Design with all Tests on aggregate (Excluding bitumen) for DBM/SDBC/AC.
Testing Charges for conducting BITUMEN B.M.Job Mix Design (Excluding bitumen).
Testing Charges for conducting Sieve analysis and extraction of Bituminous mix.
Testing Charges for conducting Density test of Bituminous core.
Testing Charges for conducting STEEL BAR TESTING Upto 16 mm (Set of 3 Bars)
Testing Charges for conducting STEEL BAR TESTING Above 16 mm (Set of 3 Bars) (Tensile strength, %, Elongation, Yield Stress,Weight-Per Meter, Bend / Rebend Test, Proof Stress).
Testing Charges for conducting PAINT / THERMO-PLASTIC PAINT Glass bead contents & grading analysis Test.
Testing Charges for conducting PAINT / THERMO-PLASTIC PAINT Reflectance & yellowness index Test.
Testing Charges for conducting PAINT / THERMO-PLASTIC PAINT Flowability (Percentage residue) Test.
Testing Charges for conducting PAINT / THERMO-PLASTIC PAINT Softening Point (Ring & ball method) Test.
Testing Charges for conducting PAINT / THERMO-PLASTIC PAINT Drying Time Test.
Additional Royalty Charges
S AND J BUILDCON PRIVATE LIMITED
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