Municipal Corporation Aurangabad has published Constructing Cement Concrete Road And Construction Of Box Culvert At Midc Chikalthana From Sam Engineering To Shree Enterprises To Humsafar Travels Workshop To Municipal Limits. Submission Date for this Tender is 25-10-2022. Culvert Tenders in aurangabad Maharashtra. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | 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.PWD DSR 2021-2022 It.No : 2.11 |
| 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.....(INo3-10 , PgNo 27) ( STATE SSR ) Item Spec: (MORTH 202)PWD DSR 2021-2022 It.No : 3.10 |
| 3 | 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 thesite of excavation to the site of deposition as directedPWD DSR 2021-2022 It.No : 2.25 |
| 4 | Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, including all taxes (Central and local ), inspection charges, transport todepartmental stores / site, unloading and stacking, etc. complete. (IS-458/1988)Class 450 mm Dia NP-II with Coller Joints MJP DSR 2021-2022 It.No : Section-I(V)-R.C.C. Pipes |
| 5 | Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in CM 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 convey ance from stores to site of works ,cost of jointing material, labour, giving hydraulic testing, etc. complete as directed by Engineer-in-charge. (IS-783/1985)450 mm Dia NP-II with Coller Joints MJP DSR 2021-2022 It.No : Section-I(V)- R.C.C. Pipes |
| 6 | Providing and laying in situ / ready mix / ready mix 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/ concrete batch mix plant (pan mixer)with 50 % natural /50 % artifical sand)PWD DSR 2021-2022 It.No : 12.25 |
| 7 | Providing earth work in embankment with approved materials obtained from departmental land or other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades and section, watering and compaction with Power roller to achieve not less than 97 % of standard proctor density etc. complete PWD DSR 2021-2022 It.No : 2.28 |
| 8 | Construction of granular sub base by providing close graded material mixing in mechnical mix plant at OMC, carriage of mixed material to worksite spreading in uniform layers with motor grade on prepared surface and compacting with vibratory powerroller to achive the desired density, complete as per MORTH clause 401 ( By plant mix method) PWD/DSR/P248/I927Construction of granular sub base 2 PWD DSR 2021-2022 It.No : 3.02 |
| 9 | Construction of dry lean concrete sub bas over a prepared sub-grade with coarse and fine aggregate not exceeding 25 mm, cement content not to be less than 150 kg/cum, optimum moisture content to be determined trial length construction, concrete strength not to be less than 10 mpa of 7 days, mixed in batching plant/ weigh batch mixer, transported to site with all leads and lifts, laid with lectronic sensor/by suitable means as approved by engineer in charge compacting with vibratory roller, finishing, curing and including preparation pf sub-grade surface if required etc. complete. SSRPWD DSR 2021-2022 It.No : 5.13 |
| 10 | Providing and laying in-situM40 Grade unreinforced plain cement concretepavementover a prepared sub base with 43 grade cement , coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradationas per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcheras 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 gradesas directed by Engineer-in-charge and curingby 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 withdepth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. SSRPWD DSR 2021-2022 It.No : 5.03 |
| 11 | 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. PWD DSR 2021-2022 It.No : 5.17 |
| 12 | 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 and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 mm. deep x 8 mm.wide)PWD DSR 2021-2022 It.No : 5.18 |
| 13 | Road Marking with HotppliedThermoplastic 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.....(INo6-12A , PgNo 40) ( STATE SSR ) Item Spec: (MORTH 803.4) PWD DSR 2021-2022 It.No : 6.12a |
| 14 | Supplying & Fixing of Molded ShankRaised Pavement Markers / Cat"s Eye made ofpolycarbonate 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 NoRW/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.....(INo6-09 , PgNo 40) ( STATE SSR ) Item Spec: (MORTH 804) PWD DSR 2021-2022 It.No : 6.09 |
| 15 | (PARTB )Royalty Charges(Earth Work) |
| 16 | (TestingCharges)CONCRETE Compressive Strength OF C.C. Cube(Set of 3 cubes).....(INo19-VQC , PgNo 426) ( STATE SSR ) Item Spec: |
| 17 | CONCRETE Concrete Mix Design (With all Tests on basic materials)....(INo20-VQC , PgNo 426) ( STATE SSR ) Item Spec: (As per Standard Specification ) |
| 18 | CONCRETE PAVING BLOCKS Compressive Strength , Water Absorption,(Set of 8 Blocks)....(INo26-VQC , PgNo 426) ( STATE SSR ) Item Spec: (As per Standard Specification ) |
| 19 | MIX DESIGN. GSB Mix Design / Cement Treated Sub Base (CTSB)....(INo8-VQC , PgNo 426) ( STATE SSR ) Item Spec: (As per Standard Specification ) |
| 20 | CONCRETE Taking of core samples in concrete pavement. (Excluding Dead Journey Charges)....(INo24-VQC , PgNo 426) ( STATE SSR ) Item Spec: (As per Standard Specification ) |
| 21 | MIX DESIGN. Wet Mix Macadam Mix Design.....(INo9-VQC , PgNo 426) ( STATE SSR ) Item Spec: (As per Standard Specification ) |
| 22 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete. |
| 23 | 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 ( Lift 0 to 1.5 m) |
| 24 | 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 ( Lift 1.5 to 3 m) |
| 25 | Excavation for foundationin hard murum and boulders including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete. |
| 26 | Excavation for foundationin soft rock including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete. |
| 27 | 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. |
| 28 | Removing existing pipe line of the following pipe size stone ware pipes / R.C.C. pipes excluding cost of necessary excavation and refilling of the trenches, breaking the joints, lifting the pipes and stacking to the place as directed by the Engineer - in - charge with all leads and lifts including cleaning the surfaces etc. complete 900 mm dia |
| 29 | 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) |
| 30 | Providing and filling Sand - Natural fillingetc complete. |
| 31 | Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. |
| 32 | Providing and laying in situ cement concrete of 1:4:8 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum rtype mixer withSCADA with Natural / VSI standard Artificial Sand) |
| 33 | Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, Steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) |
| 34 | Providing and laying in situ / ready mix / ready mix 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/ concrete batch mix plant (pan mixer)with 50 % natural /50 % artifical sand) |
| 35 | Providing and laying in situ / ready mix M-25 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) |
| 36 | Providing and laying in situ / ready mix M-25 cement concrete of trap /granite /quartzite /gneiss metal for cast in citu R.C.C. solid piers, column etc. including provision of V shaped false joints to form suitable panels on the faces to approvede sign with compacting by vibrating and curing complete .Including plywood / steel formwork, centering (excluding dewatering by means of pump ) and including bailling out water and including CM 1:3 curing complete. |
| 37 | Providing and laying in situ / ready mix M25 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 reinforcementetc. complete. (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer and Natural/ VSI standard Artificial Sand) |
| 38 | Providing and laying in situ / ready mix controlled grade of M25 of trap /granite /quartzite /gneiss metal for RCC works in cut off walls / curtain walls including necessary scaffolding, centering, compacting by vibrator, finishing and curing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer)with natural/artifical sand, excluding reinforcement) |
| 39 | Providing, cutting, bending, hooking, tyingand laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete. |
| 40 | Providing earth work in embankment with approved materials obtained from departmental land or other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades and section, watering and compaction with Power roller to achieve not less than 97 % of standard proctor density etc. complete |
| 41 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete. |
| 42 | Spreading hard murum for side width etc. complete |
| 43 | BITUMINOUS MACADAM:--Providing and laying bituminous macadam using crushed aggregate of Grading 1, premixed with bituminous binder, transported at site with VTS, laid over a previously prepared surface , finished to the required grade ,level, alignment,and rolling to achieve the desired density for 80/100 mm compacted thickness with drum mix type hot mix plant with SCADA having complying essential features of Hot mix plant as per IRC-27 2009 specified conditions and attachments such as electronic load sensor based belt onveyers, automatic synchronization of bitumen and aggregate fedder,built in dust controller system and PLC for Drum Mix plant ,Sensor paver,and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen 3.30% of specified grade (VG-30 bulk bitumen rates are considered to arrive at rates) |
| 44 | BITUMINOUS CONCRETE:--Providing and laying bituminous concrete using crushed aggregate of grading 1, premixed with bituminous binder @5.40% by weight of total mix and filler, transported at site with VTS, laid over a previously prepared surface, finished to the required grade ,level, alignment, and rolling to achieve the desired density for 50mm compacted thickness with drum mix plant with SCADA, Sensor paver and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen of specified grade with stone dust filler. (VG- 30 bulk bitumen rates are considered to arrive at rates) |
| 45 | Providing and fixing in position Guard Railing as per Drg. No. 15 Type C dt. 20-4- 79, with 3 rows of 50mm dia. G.I. pipe 30cm a part and fixed in M.S. channels of section 125 x 65 x 6 mm spaced 2.5 C/c 1:2:4 c.c. bedding of size 45 x 30cm. as per detailed drawing, with 3 coats of approved yellow and black paint including necessary excavation in any strata. |
| 46 | Royaly Charges( EarthWork) |
| 47 | (TestingCharges ) CONCRETE Compressive Strength OF C.C. Cube(Set of 3 cubes).....(INo19-VQC , PgNo 426) ( STATE SSR ) Item Spec: |
| 48 | CONCRETE Concrete Mix Design (With all Tests on basic materials)....(INo20-VQC , PgNo 426) ( STATE SSR ) Item Spec: (As per Standard Specification ) |
| 49 | STEEL BAR TESTING Upto 16 mm(Set of 3 Bars). (INo77-VQC , PgNo 428) ( STATE SSR )Item Spec: (As per Standard Specification ) |
| 50 | STEEL BAR TESTING Above 16 mm (Set of 3 Bars) (Tensile strength, %, Elongation, Yield Stress, Weight-Per Meter, Bend / Rebend Test, Proof Stress.). (INo78-VQC , PgNo 428) ( STATE SSR ) |
| 51 | MIX DESIGN. GSB Mix Design / Cement Treated Sub Base (CTSB)....(INo8-VQC , PgNo 426) ( STATE SSR ) Item Spec: (As per Standard Specification ) |
| 52 | CONCRETE Taking of core samples in concrete pavement. (Excluding Dead Journey Charges)....(INo24-VQC , PgNo 426) ( STATE SSR ) Item Spec: (As per Standard Specification ) |
| 53 | MIX DESIGN. Wet Mix Macadam Mix Design.....(INo9-VQC , PgNo 426) ( STATE SSR ) Item Spec: (As per Standard Specification ) |
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