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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.8 CrAccepted-AOC 802 IMPRESSA RISE 8 AMBAZARI ROAD OPP LAD COLLEGE SHIVAJI NAGAR NAGPUR 440010 | NAGPUR | MAHARASHTRA | 440010 | ₹22.8 Cr Quoted ₹23.0 Cr | L1 | Accepted-AOC AOC |
| 2 | L2₹25.6 CrRejected-AOC 623 ARCONS INFRASTRUCTURES AND CONSTRUCTION PVT LTD NAGPUR ROAD CHHINDWARA CHHINDWARA MADHYA PRADESH 480001 | CHHINDWARA | MADHYA PRADESH | 480001 | ₹25.6 Cr | L2 | Rejected-AOC L2 EMD Refund |
| 3 | Rejected-Technical 404 405 GOMATI APT 4TH FLOOR LAW COLLEGE SQ WHC RD DHARAMPETH NAGPUR | NAGPUR | MAHARASHTRA | 440001 | - | - | Rejected-Technical Technacally Not Qualified |
| 4 | Rejected-Technical SANYUKT NAGAR ACHOLE CROSS ROAD NALASOPARA | - | - | Rejected-Technical Technacally Not Qualified |
| 5 | Rejected-Technical | - | - | Rejected-Technical Technacally Not Qualified |
Tender Value
₹22.8 Cr
EMD Value
₹11.4 L
Closing Date
13 Oct 2023, 6:00 pmClosed
Executive Engineer,
Public Works Division No. 1, Chandrapur
Construction of Cement Concrete Road on Sakharwahi-Yerur -Wandhari- MIDC-Datala-Chandrapur Road MDR -39 Km 7/00 to 9/550 and Km 0/00 to 1/00 and 9/00 to 11/100, and Construction of Cement concrete road on Padoli-Chhota Nagpur-Bhatali-Padmapur Road M
2023_PWR_947969_1
NAG/CHN/DN1/SBD/3-2/2023-24
Open Tender
Civil Works - Roads
540 days
Chandrapur District
Please refer Tender documents.
4 documents required · 4 mandatory
₹3,540
via Net Banking
₹11.4 L
Chief Engineer
5 Apr 2024
25 Sept 2023
17 Oct 2023
25 Sept 2023
13 Oct 2023
25 Sept 2023
4 Oct 2023
Amount
Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete.
MDR-39 Km 7/00 to 9/550
MDR-39 Km 0/00 to 1/00 & 9/00 to 11/100
MDR-40 Km 0/00 to0/600 & 2/00 to 3/00
Supplying soft murum at the road site, including conveying and stacking complete.
Km 0/00 to 1/00 & 9/00 to 11/100
Spreading hard murum/ soft murrum/ gravel or kankar for side width complete
MDR-39 Km 7/00 to 9/550
MDR-39 Km 0/00 to 1/00 & 9/00 to 11/100
MDR-40 Km 0/00 to0/600 & 2/00 to 3/00
Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete.
MDR-39 Km 7/00 to 9/550
MDR-39 Km 0/00 to 1/00 & 9/00 to 11/100
MDR-40 Km 0/00 to0/600 & 2/00 to 3/00
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
MDR-39 Km 7/00 to 9/550
MDR-39 Km 0/00 to 1/00 & 9/00 to 11/100
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means -Grading I (Using Screening Type B (11.2 mm) Aggregate)
MDR-39 Km 7/00 to 9/550
MDR-39 Km 0/00 to 1/00 & 9/00 to 11/100
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means - Grading II (Using Screening Type B (11.2 mm) Aggregate)
MDR-39 Km 7/00 to 9/550
MDR-39 Km 0/00 to 1/00 & 9/00 to 11/100
Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge , compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete. with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete.
MDR-39 Km 7/00 to 9/550
MDR-39 Km 0/00 to 1/00 & 9/00 to 11/100
MDR-40 Km 0/00 to0/600 & 2/00 to 3/00
Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS 3395 : 1997 below concrete pavement including all materials and labour complete.
MDR-39 Km 7/00 to 9/550
MDR-39 Km 0/00 to 1/00 & 9/00 to 11/100
MDR-40 Km 0/00 to0/600 & 2/00 to 3/00
Providing and laying in-situ M40 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete.
MDR-39 Km 7/00 to 9/550
MDR-39 Km 0/00 to 1/00 & 9/00 to 11/100
MDR-40 Km 0/00 to0/600 & 2/00 to 3/00
Providing and fixing in position TMT FE 500, 32 mm 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.
MDR-39 Km 7/00 to 9/550
MDR-39 Km 0/00 to 1/00 & 9/00 to 11/100
MDR-40 Km 0/00 to0/600 & 2/00 to 3/00
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.
MDR-39 Km 7/00 to 9/550
MDR-39 Km 0/00 to 1/00 & 9/00 to 11/100
MDR-40 Km 0/00 to0/600 & 2/00 to 3/00
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.
MDR-39 Km 7/00 to 9/550
MDR-39 Km 0/00 to 1/00 & 9/00 to 11/100
MDR-40 Km 0/00 to0/600 & 2/00 to 3/00
Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BS : 5212 - 1989 into sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 mOne Metric Tonneo 4 mm. joint) overlaid with bond breaking tape as per detailed drawing. Item includes cleaning the joints with water jet / air compressor and allowing joint to become thoroughly dry before sealent is applied and applying primer.(A) Contraction and longitudinal joints (15 mm. deep x 8 mm.wide)
MDR-39 Km 7/00 to 9/550
MDR-39 Km 0/00 to 1/00 & 9/00 to 11/100
MDR-40 Km 0/00 to0/600 & 2/00 to 3/00
Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 1000mm diameter in proper line, level and slope etc. complete.
MDR-39 Km 7/00 to 9/550
MDR-39 Km 0/00 to 1/00 & 9/00 to 11/100
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.
MDR-39 Km 7/00 to 9/550
MDR-39 Km 0/00 to 1/00 & 9/00 to 11/100
MDR-40 Km 0/00 to0/600 & 2/00 to 3/00
Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete.
Km 0/00 to 1/00 & 9/00 to 11/100
MDR-40 Km 0/00 to0/600 & 2/00 to 3/00
Providing and laying in situ cement concrete of 1:4:8 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc )
MDR-39 Km 7/00 to 9/550
MDR-39 Km 0/00 to 1/00 & 9/00 to 11/100
MDR-40 Km 0/00 to0/600 & 2/00 to 3/00
Providing and casting in situ / ready mix PCC M15 grade of trap metal for coping to head walls / parapet including centering, form work, compaction and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc )
MDR-39 Km 7/00 to 9/550
MDR-39 Km 0/00 to 1/00 & 9/00 to 11/100
MDR-40 Km 0/00 to0/600 & 2/00 to 3/00
Providing and laying in situ /Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, Steel centering 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 PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)
MDR-39 Km 7/00 to 9/550
MDR-39 Km 0/00 to 1/00 & 9/00 to 11/100
MDR-40 Km 0/00 to0/600 & 2/00 to 3/00
Providing cast in situ / ready mix M20 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA
MDR-39 Km 7/00 to 9/550
MDR-39 Km 0/00 to 1/00 & 9/00 to 11/100
MDR-40 Km 0/00 to0/600 & 2/00 to 3/00
Providing and laying in situ / ready mix M-20 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for RCC work in solid/ deck slab etc. including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement etc. complete. (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer and fine agreegates of required specifications ( VSI sand finely washed etc ) i) Height up to 5 m, normal rate. ii) Height 5 to 7.50 m, add 5 percent extra over basic rate. iii) Height 7.50 to 10 m, 7.50 percent extra. iv) Over 10 m Height, add 10 percent extra for every 2.50m rise.
Km 0/00 to 1/00 & 9/00 to 11/100
MDR-40 Km 0/00 to0/600 & 2/00 to 3/00
Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete.
MDR-39 Km 7/00 to 9/550
MDR-39 Km 0/00 to 1/00 & 9/00 to 11/100
MDR-40 Km 0/00 to0/600 & 2/00 to 3/00
Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.
MDR-39 Km 7/00 to 9/550
MDR-39 Km 0/00 to 1/00 & 9/00 to 11/100
MDR-40 Km 0/00 to0/600 & 2/00 to 3/00
Transportation of material obtained from excavation including loading, unloading and conveying and disposing as directed. For 5.00 Kms.
MDR-39 Km 7/00 to 9/550
MDR-39 Km 0/00 to 1/00 & 9/00 to 11/100
MDR-40 Km 0/00 to0/600 & 2/00 to 3/00
Providing and fixing RCC 200 meter Stone In CC 1:4:8 metre stones as per I.R.C. standardincluding fixing in standard size block including curing, painting lettering etc. complete.
MDR-39 Km 7/00 to 9/550
MDR-39 Km 0/00 to 1/00 & 9/00 to 11/100
Providing and fixing 1:2:4 ordinary km. stones metre stones as per I.R.C. standard including fixing in standard size in C.C. 1:4:8 block including curing, painting lettering etc. complete. Fixing 1:2:4 ordinary km. stones in C.C. 1:4:8
MDR-39 Km 7/00 to 9/550
MDR-39 Km 0/00 to 1/00 & 9/00 to 11/100
MDR-39 Km 7/00 to 9/550
MDR-39 Km 0/00 to 1/00 & 9/00 to 11/100
Providing and fixing Mandatory / Regulatory sign board of circular shape of size 60 cm. dia. prepared on 16 gauge M.S. sheet including painting with zinc chromate stoving primer and two coats each of white back ground,red border and backside gray stove enamelled, bonded with cut out of Retro reflective sheet Engineering grade, symbol / letters / numerals / border, coated with non pealable crystal clear protective transparent coat retaining 100% relection including one One Number of M.S. Angle iron post of size 50 x 50 x 5 mm of 3.45 m. long inflated at bottom drilled on top in one piece without joint painted with white and black bands of 30 cm. fixing board and post with 2 Nos. high strength G.I. bolts and nuts of size 10 mm dia. and 20 mm long including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm size etc. complete. circular shape of size 60 cm. dia. M.S. sheet with Retro reflective sheet Engineering grade
MDR-39 Km 7/00 to 9/550
MDR-39 Km 0/00 to 1/00 & 9/00 to 11/100
Providing and constructing Information Pillar of Brick Masonry in C.M. 1:6 of size 2.0 m x 0.23m x 1.0 m with base pedestal of size 2.3 m x 0.35 m x 0.45 m (0.3 m above ground), excavtion in ground upto 0.4 m, laying 0.15 m thick 80 mm soling,0.10 m thick c.c. 1:3:6, finishing the pedestal and pillar in cement plaster 12 mm thick in C.M. 1:5 and finishing the pillar with neat cement finish ,applying flat oil paint of approved colour in two coats, including curing, finishing etc complete.(In Strata/Soil __________) Spec. No. :As directed by Engineer-in-charge. In Strata other than B.C. 5.11
MDR-39 Km 7/00 to 9/550
MDR-39 Km 0/00 to 1/00 & 9/00 to 11/100
Watering and compacting of embankment formed of materials obtained from the road cutting 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 Power roller.
MDR-39 Km 7/00 to 9/550
Providing white and colour washing to road side trees in 2 coats in 2 bands of white and one red band at centre of 30 cm height each including preparing the surface, cost of material, conveying etc. complete.
MDR-39 Km 7/00 to 9/550
Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5 mm thick including 1.5 Refractive index reflectorizing glass beads @ 250gm/sqm .Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be > 250 mcd/sqm/lux measured in the initial 7 days and sustained reflectivity RL of 100 mcd/sqm/ lux and Qd of 100 mcd/sqm/ lux measured at the end of 2 years by means of a Standard Reflectometer of Zehntner, Easylux, Delta make capable of measuring RL & QD both according to IRC 35:2015 clause 15.5. The finished surface to be level, uniform, and free from streaks and holes complete as per direction of Engineer-in-charge and in accordance with applicable specifications.(Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015).
MDR-39 Km 7/00 to 9/550
MDR-39 Km 0/00 to 1/00 & 9/00 to 11/100
Providing and fixing steel pipe delineators of 10 cm. in diameter and total height of 130 cm, provided with 2 strips of white retroreflective sheeting of size 5 cm. x 32.5 cm. each fixed horizontally and 2 strips of red retroreflective sheeting each having size 5 cm. x 32.5 cm. fixed horizontally at top, with M.S. round cap having diameter 11 cm. and wire mesh at top (10 guage thick) and height of wire mesh 15 cm, M.S. hold fast 6 mm thick with 35 cm. in length, fixing the delineators in C.C. 1:4:8 concrete block of size 25 cm. x 25 cm. x 45 cm. with necessary excavation etc. complete.
MDR-39 Km 7/00 to 9/550
MDR-39 Km 0/00 to 1/00 & 9/00 to 11/100
Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.
MDR-39 Km 7/00 to 9/550
MDR-39 Km 0/00 to 1/00 & 9/00 to 11/100
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.
MDR-39 Km 0/00 to 1/00 & 9/00 to 11/100
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.
MDR-39 Km 0/00 to 1/00 & 9/00 to 11/100
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.
MDR-40 Km 0/00 to0/600 & 2/00 to 3/00
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 50m.and spreading for embankment or stacking as directed.
MDR-40 Km 0/00 to0/600 & 2/00 to 3/00
Providing earth work in embankment with approved subgrade materials with CBR 8% obtained from other sources including all lead and 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) For Sub Grade
MDR-40 Km 0/00 to0/600 & 2/00 to 3/00
Supplying hard murum/ kankar at the road site, including conveying and stacking complete
MDR-40 Km 0/00 to0/600 & 2/00 to 3/00
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader / Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - II Materiall
MDR-40 Km 0/00 to0/600 & 2/00 to 3/00
Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 900mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete
MDR-40 Km 0/00 to0/600 & 2/00 to 3/00
MDR-40 Km 0/00 to0/600 & 2/00 to 3/00
Providing and fixing Mandatory / Regulatory sign board of circular shape of size 60 cm. dia. prepared on 16 gauge M.S. sheet including painting with zinc chromate stoving primer and two coats each of white back ground,red border and backside gray stove enamelled, bonded with cut out of Retro reflective sheet Engineering grade, symbol / letters / numerals / border, coated with non pealable crystal clear protective transparent coat retaining 100% relection including one number of M.S. Angle iron post of size 50 x 50 x 5 mm of 3.45 m. long inflated at bottom drilled on top in one piece without joint painted with white and black bands of 30 cm. fixing board and post with 2 Nos. high strength G.I. bolts and nuts of size 10 mm dia. and 20 mm long including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm size etc. complete. circular shape of size 60 cm. dia. M.S. sheet with Retro reflective sheet Engineering grade
MDR-40 Km 0/00 to0/600 & 2/00 to 3/00
Providing and constructing Information Pillar of Brick Masonry in C.M. 1:6 of size 2.0 m x 0.23 m x 1.0 m with base pedestal of size 2.3 m x 0.35 m x 0.45 m (0.3 m above ground), excavtion in ground upto 0.52 m, laying 0.15 m thick 80 mm soling, 0.10 m thick c.c. 1:3:6, finishing the pedestal and pillar in cement plaster 12 mm thick in C.M. 1:5 and finishing the pillar with neat cement finish, applying flat oil paint of approved colour in two coats, including curing, finishing etc complete.(In B.C. Soil with 12 mm thick R.C.C. raft in M-15, including reinforcement) Spec. No. :As directed by Engineer-in-charge.
MDR-40 Km 0/00 to0/600 & 2/00 to 3/00
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.
MDR-40 Km 0/00 to0/600 & 2/00 to 3/00
Providing and fixing steel pipe delineators of 10 cm. in diameter and total height of 130 cm, provided with 2 strips of white retroreflective sheeting of size 5 cm. x 32.5 cm. each fixed horizontally and 2 strips of red retroreflective sheeting each having size 5 cm. x 32.5 cm. fixed horizontally at top, with M.S. round cap having diameter 11 cm. and wire mesh at top (10 guage thick) and height of wire mesh 15 cm, M.S. hold fast 6 mm thick with 35 cm. in length, fixing the delineators in C.C. 1:4:8 concrete block of size 25 cm. x 25 cm. x 45 cm. with necessary excavation etc. complete.
MDR-40 Km 0/00 to0/600 & 2/00 to 3/00
Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.
MDR-40 Km 0/00 to0/600 & 2/00 to 3/00
Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 450mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.
MDR-40 Km 0/00 to0/600 & 2/00 to 3/00
Royalty for Sand
Km 0/00 to 1/00 & 9/00 to 11/100
MDR-40 Km 0/00 to0/600 & 2/00 to 3/00
Royalty for Murum
Km 0/00 to 1/00 & 9/00 to 11/100
MDR-40 Km 0/00 to0/600 & 2/00 to 3/00
Royalty for H.B. Metal
Km 0/00 to 1/00 & 9/00 to 11/100
MDR-40 Km 0/00 to0/600 & 2/00 to 3/00
Carrying out Basic test for Cement(Standard Consistancy, Fineness, Specific Gravity, Setting Time ( Initial & Final ), Compressive Strength, Soundness.)
Km 0/00 to 1/00 & 9/00 to 11/100
MDR-40 Km 0/00 to0/600 & 2/00 to 3/00
Carrying out Basic test of agreegates for Concrete (water absorption, specific gravity, impact value, crushing value, sieve analysis, abrasion value, flakiness & elongation index, ,)
Km 0/00 to 1/00 & 9/00 to 11/100
MDR-40 Km 0/00 to0/600 & 2/00 to 3/00
Carrying out Basic test of GSB Mix Design
Km 0/00 to 1/00 & 9/00 to 11/100
MDR-40 Km 0/00 to0/600 & 2/00 to 3/00
Carrying out Concrete Mix Design(With all Tests on basic materials)
Km 0/00 to 1/00 & 9/00 to 11/100
MDR-40 Km 0/00 to0/600 & 2/00 to 3/00
Carrying out Basic test of H.B Metal (water absorption, specific gravity, impact value, crushing value, sieve analysis, abrasion value, flakiness & elongation index, , )
Km 0/00 to 1/00 & 9/00 to 11/100
MDR-40 Km 0/00 to0/600 & 2/00 to 3/00
Carrying out Basic test of Compressive Strength of CC cubes (Set of 3 cubes).
Km 0/00 to 1/00 & 9/00 to 11/100
MDR-40 Km 0/00 to0/600 & 2/00 to 3/00
Carrying out basic test of All Properties of Steel upto 16mm(Tensile strength, %, Elongation, Yield Stress,Weight-Per Meter, Bend / Rebend Test, Proof Stress.
Km 0/00 to 1/00 & 9/00 to 11/100
Carrying outbasic test of All Properties of SteelAbove 16mm(Tensile strength, %, Elongation, Yield Stress,Weight-Per Meter, Bend / Rebend Test, Proof Stress.
Km 0/00 to 1/00 & 9/00 to 11/100
MDR-40 Km 0/00 to0/600 & 2/00 to 3/00
Carrying out Basic test of Liquid limit plastic limit
Km 0/00 to 1/00 & 9/00 to 11/100
MDR-40 Km 0/00 to0/600 & 2/00 to 3/00
Flexural strength for M-40 concrete
Km 0/00 to 1/00 & 9/00 to 11/100
MDR-40 Km 0/00 to0/600 & 2/00 to 3/00
ARCONS INFRASTRUCTURES AND CONSTRUCTIONS PVT. LTD.
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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