Aurangabad Municipal Corporation has published Construction Of Concrete Road At Mahalaxmi Chowk To Lokshahi Colony. Submission Date for this Tender is 21-03-2020. Road Work Tenders in AMC E-TENDER CELL PHASE-3, BUILDING AURANGABAD Maharashtra. Bidders can get complete Tender details and download the document.
| Name of Work: Construction of Concrete road at Mahalaxmi chowk To Lokshahi colony | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Item No. 1: Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. | BI01010001010000000000000515BI0100001113 | 2625 | Square Meter |
| 2 | 2 | Item No. 2: Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete. | BI01010001010000000000000515BI0100001114 | 375 | Cubic Meter |
| 3 | 3 | Item No. 3: Providing and applying cement slurry on existing BT road with and before laying of DLC at the rate 1.75kg/sqm cement spreading the same uniformely over the surface etc.complete as ddirected by engineer in charge (rate excluding scaryfying and brooming)as per rate analysis reference of DSR table no.13.1-consumption of cement / item no.43/-308(Non DSR) | BI01010001010000000000000515BI0100001115 | 2625 | Square Meter |
| 4 | 4 | Item No. 4: 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. | BI01010001010000000000000515BI0100001116 | 825 | Cubic Meter |
| 5 | 5 | Item No. 5: Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 600mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. | BI01010001010000000000000515BI0100001117 | 12.5 | Running Meter |
| 6 | 6 | Item No. 6: Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding GST lev-ied by GOI & GOM in all respect including inspection charges, transport to departmental stores,\r\nunloading and stacking etc. complete as per IS-458/1988. (450mm Dia.) (NON DSR) | BI01010001010000000000000515BI0100001118 | 12.5 | Running Meter |
| 7 | 7 | Item No. 7: Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding GST lev-ied by GOI & GOM in all respect including inspection charges, transport to departmental stores,\r\nunloading and stacking etc. complete as per IS-458 /1988. (300mm Dia.) | BI01010001010000000000000515BI0100001119 | 12.5 | Running Meter |
| 8 | 8 | Item No. 8: Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in C.M.1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar,) including cost of conveyance from stores to site of work, cost of jointing material, labour, etc. complete as directed by Engineerin- charge (For all class of pipes.) as per IS- 783-1985. (450mm Dia.) | BI01010001010000000000000515BI0100001120 | 12.5 | Running Meter |
| 9 | 9 | Item No. 9: Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in C.M.1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar,) including cost of conveyance from stores to site of work, cost of jointing material, labour, etc. complete as directed by Engineerin- charge (For all class of pipes.) as per IS- 783-1985. (300mm Dia.) | BI01010001010000000000000515BI0100001121 | 12.5 | Running Meter |
| 10 | 10 | Item No. 10: Valve chamber with precast steel fibre reinforced concrete frame and covers (S.F.R.C. frame and covers) Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast S.F.R.C. frame and cover, etc. complete as directed by Engineer-in-charge.\r\nAs above of 1.5 x 1.5 M internal size and depth upto 1.5 M with S.F.R.C. frame and cover of size 540 mm dia. fixed in RCC slab. | BI01010001010000000000000515BI0100001122 | 6 | Number |
| 11 | 11 | Item No. 11: Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader 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 | BI01010001010000000000000515BI0100001123 | 525 | Cubic Meter |
| 12 | 12 | Item No. 12: Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 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. | BI01010001010000000000000515BI0100001124 | 262.5 | Cubic Meter |
| 13 | 13 | Item No. 13: 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. | BI01010001010000000000000515BI0100001125 | 225 | Number |
| 14 | 14 | Item No. 14: 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. | BI01010001010000000000000515BI0100001126 | 1167 | Number |
| 15 | 15 | Item No. 15: 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 conforming to IS 383, using fine & 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. | BI01010001010000000000000515BI0100001127 | 520.5 | Cubic Meter |
| 16 | 16 | Item No. 16: 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. | BI01010001010000000000000515BI0100001128 | 3.5 | Metric Tonne |
| 17 | 17 | Item No. 17: 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. | BI01010001010000000000000515BI0100001129 | 3150 | Running Meter |
| 18 | 18 | Item No. 18: 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 mm.to 4 mm. joint) overlaid with bond breaking tape as per detailed drawing. Item includes cleaning the joints with water jet / air compressor & allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction & longitudinal joints (15 mm. deep x 8 mm.wide) | BI01010001010000000000000515BI0100001130 | 3150 | Running Meter |
| 19 | 19 | Item No. 19: Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing 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. | BI01010001010000000000000515BI0100001131 | 122.5 | Square Meter |
| 20 | 20 | Item No. 20: Providing and laying in situ M10 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 with natural sand / VSI standard Artificial Sand) | BI01010001010000000000000515BI0100001132 | 3.75 | Cubic Meter |
| 21 | 21 | Item No. 21: 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. | BI01010001010000000000000515BI0100001133 | 2290.5 | Square Meter |
| 22 | 22 | Item No. 22: Providing and fixing Mandatory/Regulatory sign boards in circular shape of 600 mm dia made out of 1.5mm 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 IRC:67- 2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and 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 micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer & 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. | BI01010001010000000000000515BI0100001134 | 2 | Number |
| 23 | 23 | Item No. 23: 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 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 IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and 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 micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer & 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. | BI01010001010000000000000515BI0100001135 | 2 | Number |
| 24 | 24 | Item No. 24: Providing and casting in situ or precast tapering R.C.C. M-20 Barrier type Kerb without gutter ( as per IRC 86 1983) embedded 125mm below ground level over M-10 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 In-charge. Using Concrete Batching and Mixing Plant | BI01010001010000000000000515BI0100001136 | 2100 | Running Meter |
| 25 | 25 | Item No. 25: Supplying & 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. | BI01010001010000000000000515BI0100001137 | 180 | Number |
| 26 | 26 | Item No. 26: 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. | BI01010001010000000000000515BI0100001138 | 5.438 | Square Meter |
| 27 | 27 | Item No. 27: 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 | BI01010001010000000000000515BI0100001139 | 2 | Number |
| 28 | 28 | Item No. 28: MIX DESIGN. GSB Mix Design / Cement Treated Sub Base (CTSB) | BI01010001010000000000000515BI0100001140 | 1 | One Test |
| 29 | 29 | Item No. 29: SOIL / MURUM Sieve Analysis. | BI01010001010000000000000515BI0100001141 | 1 | One Test |
| 30 | 30 | Item No. 30: SOIL / MURUM Compaction Test ( Proctor Density ). | BI01010001010000000000000515BI0100001142 | 1 | One Test |
| 31 | 31 | Item No. 31: CONCRETE Compressive Strength OF C.C. Cube(Set of 3 cubes). | BI01010001010000000000000515BI0100001143 | 20 | One Test |
| 32 | 32 | Item No. 32: Standard Consistancy Fineness, Specific Gravity, Setting Time ( Initial & Final ), Compressive Strength, Soundness | BI01010001010000000000000515BI0100001144 | 1 | One Test |
| 33 | 33 | Item No. 33: BASIC TEST OF AGGREGATE. Water Absorption, Specific Gravity.Impact Value Crushing Value. | BI01010001010000000000000515BI0100001145 | 1 | One Test |
| 34 | 34 | Item No. 34: FINE AGGREGATES. Fineness Modulus ( Sieve Analysis ), Silt & Clay Content | BI01010001010000000000000515BI0100001146 | 1 | One Test |
| 35 | 35 | Item No. 35: FINE AGGREGATES. Chloride & Sulphate Content. | BI01010001010000000000000515BI0100001147 | 1 | One Test |
| 36 | 36 | Item No. 36: FINE AGGREGATES. Silt Factor. | BI01010001010000000000000515BI0100001148 | 1 | One Test |
| 37 | 37 | Item No. 37: BRICKS Water Absorption (Set of 5 Bricks), Compressive Strength( Set of 5 Bricks), Efflorescence (Set of 5 Bricks). | BI01010001010000000000000515BI0100001149 | 1 | One Test |
| 38 | 38 | Item No. 38: CONCRETE Concrete Mix Design (With all Tests on basic materials) | BI01010001010000000000000515BI0100001150 | 1 | One Test |
| 39 | 39 | Item No. 39: CONCRETE Flexural strength of Beam. | BI01010001010000000000000515BI0100001151 | 1 | One Test |
| 40 | 40 | Item No. 40: CONCRETE Permiability Test. | BI01010001010000000000000515BI0100001152 | 1 | One Test |
| 41 | 41 | Item No. 41: CONCRETE Concrete mix design by Accelerated curing method. (By Accelerated curing method) | BI01010001010000000000000515BI0100001153 | 1 | One Test |
| 42 | 42 | Item No. 42: CONCRETE Taking of core samples in concrete pavement. (Excluding Dead Journey Charges) | BI01010001010000000000000515BI0100001154 | 1 | One Test |
| 43 | 43 | Item No. 43: CONCRETE PAVING BLOCKS Compressive Strength , Water Absorption,(Set of 8 Blocks) | BI01010001010000000000000515BI0100001155 | 1 | One Test |
| 44 | 44 | Item No. 44: MORTOR Compressive Strength.( Set of 3 Cubes) | BI01010001010000000000000515BI0100001156 | 1 | One Mix Design |
| 45 | 45 | Item No. 45: WATER PH Value, Sulphate & Chloride Content. | BI01010001010000000000000515BI0100001157 | 1 | One Test |
| 46 | 46 | Item No. 46: STEEL BAR TESTING Upto 16 mm (Set of 3 Bars) | BI01010001010000000000000515BI0100001158 | 3 | One Test |
| 47 | 47 | Item No. 47: STEEL BAR TESTING Above 16 mm (Set of 3 Bars) (Tensile strength, %, Elongation, Yield Stress, Weight-Per Meter, Bend / Rebend Test, Proof Stress.) | BI01010001010000000000000515BI0100001159 | 1 | One Test |
| 48 | 48 | Item No. 48: ROAD SIGN BOARD Retro Reflective Test. | BI01010001010000000000000515BI0100001160 | 1 | One Test |
| 49 | 49 | Item No. 49: Royalty Charges for NATURAL SAND. Rate Inclusive of surcharge of 2% (141.34 + 2.82 + 14.13 = 158.29) | BI01010001010000000000000515BI0100001161 | 333.7 | Cubic Meter |
| 50 | 50 | Item No. 50: Royalty Charges for HARD MURUM. Rate Inclusive of surcharge of 2% (141.34 + 2.82 = 144.16, Say 144.15) | BI01010001010000000000000515BI0100001162 | 945 | Cubic Meter |
| 51 | 51 | Item No. 51: Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed. | BI01010001010000000000000515BI0100001163 | 787.5 | Cubic Meter |
| 52 | 52 | Item No. 52: 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) | BI01010001010000000000000515BI0100001164 | 787.5 | Cubic Meter |
| 53 | 53 | Item No. 53: 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 on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - II Material | BI01010001010000000000000515BI0100001165 | 525 | Cubic Meter |
| 54 | 54 | Item No. 54: 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 | BI01010001010000000000000515BI0100001166 | 393.75 | Cubic Meter |
| 55 | 55 | Item No. 55: Shifting of Electricity Pole for A.M.C Roads | BI01010001010000000000000515BI0100001167 | 4 | Number |
| 56 | 56 | Item No. 56: Shifting of Distribution Transformer for A.M.C Roads (NON DSR) | BI01010001010000000000000515BI0100001168 | 1 | Number |
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