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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹105.2 CrAccepted-AOC | ₹105.2 Cr | L1 | Accepted-AOC Accepted because of lower rates |
| 2 | L2₹105.3 CrRejected-Finance 701 HEADQUARTERS SANT DNYANESHWAR MARG CHETANA COLLEGE ADJUNCT BANDRA EAST MUMBAI 400051 | MUMBAI SUBURBAN | MAHARASHTRA | 400051 | ₹105.3 Cr | L2 | Rejected-Finance Rejected because of high rates |
| 3 | L3₹105.6 CrRejected-Finance BLOCK NO 758 EAGLE NEST BEHIND CHOPRA COURT ULHASNAGAR 421003 DIST THANE | 421003 | ₹105.6 Cr | L3 | Rejected-Finance Rejected because of high rates |
Tender Value
₹107.5 Cr
EMD Value
₹53.7 L
Closing Date
11 May 2023, 5:00 pmClosed
Chief Officer
Achalpur MC Office
Construction of CC DP Roads with raised footpath and drain work under municipal council Achalpur
2023_DMA_887339_1
ACH/18/2022-23
Open Tender
Civil Works
545 days
Achalpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
₹53.7 L
Office Of Achalpur MC
14 Jun 2023
27 Mar 2023
17 May 2023
27 Mar 2023
11 May 2023
27 Mar 2023
2 May 2023
Amount
A) WORK PORTION
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.
Excavation for roadway in earth,soil of all sorts,sand,gravel or soft murum including dressing section to there quired grade,camber and side slopes and conveying the excavated materials with all lifts up to a lead of 50m.and spreading for embankment or stacking as directed.
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.(withfully automatic microprocessor based PLC with SCADA enabled with reversible drum type mixer/concrete batchmix plant(panmixer)with natural (Achalpur Camp)
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.(withfully automatic microprocessor based PLC with SCADA enabled with reversible drum type mixer/concrete batchmix plant(panmixer)with natural (Achalpur City)
Providing, Laying and fixing in line level and in required slope of factory made mechanically vibrated and compacted Precast Ready Mix controlled cement concrete of trap/ granite quartzite gneiss metal RCC three radius Arch shape PIPE CD WORK of A-IV grade of M-35 of size 1.650 x 1.009 x 0.15 m thick, (replaceable for flow area of 1200mm diameter of NP-4 Pipes) with 2.5 meter effective length and 2.6 meter overall length along with standard tongue and groove joint arrangements As specified and as per IS 456:2000. ASTM C506 2018 including cost of all materials, preparation of casting bed, manufacturing, curing, removing from steel moulds by using crane or required machinery and stacking of PIPE CD WORKS, excluding lead, with fully automatic micro processor based PLC with SCADA enabaled concrete Batch Mix Plant (PAN Mixer) With Natural sand. etc. complete. as directed by the Engineer in charge.
Providing and constructing Brick Masonry Inspection Chamber 90cm x 45cm x 90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round G.S.W.pipes, Brick Masonry, plastering from inside and with frame fixed in cement concrete with R.C.C. Cover medium duty 140 kg with frame etc complete (Achalpur Camp)
Providing and constructing Brick Masonry Inspection Chamber 90cm x 45cm x 90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round G.S.W.pipes, Brick Masonry, plastering from inside and with frame fixed in cement concrete with R.C.C. Cover medium duty 140 kg with frame etc complete (Achalpur City)
Transporting the materials from the site to the site of deposition as directed. (Trasnportation for 5 km.)
Supplying hard murum/ kankar at the road site, including conveying and stacking complete.(Achalpur Camp)
Supplying hard murum/ kankar at the road site, including conveying and stacking complete. (Achalpur City)
Spreading hard murum/ soft murrum/ gravel or kankar for side width complete
Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete.
Providing granular sub base (drainage layer) by coarse graded materials confirming to grading-II of Table-400-2 of MORT & H in 50:30:20 proportion of 40 mm, 20 mm crusher broken metal and crusher sand respectively, spreading on prepared surface, mixing by mix in place method at OMC and compacting to achieve the desired density etc. complete as per clause 401 for grading-II material etc complete.Compaction by Vibratory Roller (Achalpur Camp)
Providing granular sub base (drainage layer) by coarse graded materials confirming to grading-II of Table-400-2 of MORT & H in 50:30:20 proportion of 40 mm, 20 mm crusher broken metal and crusher sand respectively, spreading on prepared surface, mixing by mix in place method at OMC and compacting to achieve the desired density etc. complete as per clause 401 for grading-II material etc complete.Compaction by Vibratory Roller (Achalpur City)
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 (Achalpur Camp)
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 (Achalpur City)
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.
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.
Providing and laying in-situ M40 Grade unreinforced plain cement concrete pavement over a prepared subbase with 43grade 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/nontilting 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:[email protected] centre to centre,admeasuring 80mm at bottom and 40mm at top with depth of 75mm and maintaining the same through out curing period by any other method approved by Engineer-in-charge.(Achalpur City)
Providing and laying in-situ M40 Grade unreinforced plain cement concrete pavement over a prepared subbase with 43grade 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/nontilting 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:[email protected] centre to centre,admeasuring 80mm at bottom and 40mm at top with depth of 75mm and maintaining the same through out curing period by any other method approved by Engineer-in-charge.(Achalpur Camp)
Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS3395:1997 below concrete pavement including all materials and labour complete.
Cutting transverse contraction joints 3to4mm wide and depth 60mm. .in concrete slab using concrete cutting machine with diamond studded saw within 48hours of casting of bay/slab etc. complete including subsequent widening of the groove 8to10mm. wide at top having depth of15mm.as directed by Engineer incharge.
Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BS:5212-1989 into saw edgroove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam bacer rod of required diameter (appraox.25% larger than the initial 3mm.to 4mm. 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)
Providing, laying and fixing exterior grade fibrilling fibre reinforcement heavy duty designer cement concrete tiles for Flooring of approved colour and design 22 +/ -2 mmthick bayer colour pigmented as per IS ..1237 - 1980 having compressive strength more than 500 Kilogram/sq.cm reaffirmed in 2006 ,having wert transvrse strenghth of3.5 / mm 2, water absorption less than 10 % abrasion / wear resistance less than 2 mm ,skid resistance more than 25.0 (ASTM:E303) and no fading as per DIN - 51094 of size 300 x 300 in plan / designed pattern on a bed of 1:4 cement mortar including cement float ,filling joints with neat cement slurry ,curing, polishing and cleaning etc.complete. For flooring.
Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast interlocking cement concrete paving blocks 80MM thick in M-40 grade of approved size and shape for City streets ,small/medium market roads, low volume roads, utility cuts on arterial roads etc. as specified and as per IS15658:2006 including cos to fallmaterials, manufacturing, curing, transportatio no fblocks to works it eincluding loading, unloading and stacking as directed, laying paving blocks in position over prepared bed of naturals and /crushed sand of 50mm thickness including necessary excavation in all stratas, spreading blindgeoffines and over the prepared bed, compacting blocks by plate vibrator etc. complete.
Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface-Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorizing glass beads @ 250 gms per Square Metre area,thickness of 2.5mm 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.
Supplying and Fixing of Molded Shank Raised Pavement Markers/Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with microprismatic lens capable of providing total internal reflection o the lightentering the lens face and shall suppor ta load of 16000 kg tested in accordance to ASTMD4280 Type Hand complying to Specifications of Categ or A of MORTH Circular No RW/NH/33023/10-97DOIIIDt 11.06.1997.The height,width and length shall not exceed 50mm,100mmand102+/-2mm and with minimum reflective area of 13Sqcm one ach side and thes lope to the bases hall be35+/-5degree.The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19+/-2mm and height not less than 30+/-2mm) from the body is to be a minimum value of 500Kg.Fixing will be by drilling holes on the road for the shanks to go inside,without nail sand using epoxy resin based adhesive as per manufacturer's recommendation and comple teas 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 fixing Mandatory/Regulatory sign boards in circular shape of 600 mm dia made out of 1.5 mm aluminum sheet bonded with white retroreflective sheeting of ClassB (Type IV High intensity micro-prismatic grade sheeting-HIP)having pressure sensitive/heat activated adhesive retoreflective specified background,border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No8 .3S upported with back support frame 25mmx25mmx3mm, duly painted on back side with grey stovee namel paint and supported on one Number of M.S. angle iron post of size 65mmX65mmX6mm, 3.45m 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 60cmX60cmX75cm including transportation etc; complete .ClassB( TypeIV High intensity micro-prismatic grade sheeting-HIP) shall have 7years written warranty from the manufacturer and authorised distributor/convert or issued for field performance including the screen printed areas and cut-outs heeting 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 Equilateral Triangle size of 600 mmm ade out of 3 mm aluminum sheet bonded with white retroreflective sheeting of ClassB (TypeIVHigh intensity micro-prismatic grade sheeting-HIP)having pressure sensitive/heat activated adhesive retoreflective specified background,border and backside retoreflctive symbols,letters,numerals,arrowasperIRC:67-2012 Table No8 .3Supported with back support frame 25mmx25mmx3mm, duly painted on back side with grey stovee namel paint and supported on one Number of M.S .angle iron post of size 65mmX65mmX6mm, 3.45m long, duly painted with with flat oil paint having alternate black and white bands of 25cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cmX60cmX75 cm including transportation etc; complete. ClassB (TypeIVHigh intensity micro-prismatic grade sheeting-HIP) shall have 7years written warranty from the manufacturer and authorised distributor /convertorissued for field performance including the screen printedareas and cut-outs heeting and cut-out durable transparent overlay filmandthis warranty certificate in original should be submitted to the Engineer incharge by the contractor /supplier .
Providing and casting insitu or precast tapering R.C.C. M- 20 Semi Barrier type Kerb with gutter (as per IRC 86 1983) embedded 125 mm 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
Providing and Laying of Rumble strips with Plastirib 2K, or equivalent 2component cold plastic profile dmaterial to give total width of 500mm and height of 10mm. Rampprovide give width of 145mm, width of ribs to be 55 mm laid at centre to centre distance of 35mm, with reflective glass beads @350gm/Square Metre .The finished surface to be levelled ,unifor mand free from streaksandholes ,tobe applied on the edge lines , including surface cleaning and cost of all materials etc. complete
Providing and applying priming coat on concrete/ masonary/ Asbestos Cement plastered surfaces including scaffolding if necessary, preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and sand papering as required etc. complete.
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.
Providind cutting bending hooking tying and laying in position TMT Fe 500 steel bar for reinforcement for all RCC work as per detail drawing etc completed (Achalpur Camp)
Providind cutting bending hooking tying and laying in position TMT Fe 500 steel bar for reinforcement for all RCC work as per detail drawing etc completed (Achalpur City)
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 3.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary)
Providing and laying in trenches 25 mm dai. CPVC pipe including necessary excavation, fittings. Refilling trenches etc. complete Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete.
Cutting down trees including trunks and branches with girths above 30cm to 60 cm and stacking the material neatly with all lifts and lead of 1000 m as directed and earth filling in the depression / pit if any.
Planting large flowering/Shady trees:- (Minimum) Height to 2 Mtr.)Digging pit with size 0.9 m x 0.9 m x 0.9 m Removing & conveying unwanted stuff to a required distance as directed. Filling the pit with approved excavated material up to a hight of 0.30 m. and remaining height of 0.60 m. with fresh garden soil & manure in in 3:1 proportion. Mixing soil and manure thoroughly well, leveling, as directed, watering previous night. Planting two or three year old,minimum 2.0 mtr. mtr. hight, healthy tree sapling as per specifications. Maintaining till well established by watering, weedings. Stirring of soil, staking, replacing of casualties etc. complete. (R.A. No. 12)
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 inspec tion charges, transport to departmental stores, unloading and stacking etc. complete as per IS-458/1988. 450 mm dia NP3 (2m length)
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.
Providing Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with R.C.C. M30 Grade concrete with HYSD reinforcement conforming to IRC: 21 and dowel bars 25 mmdia, 450mm long at expansion joints filled with pre -moulded asphalt filler board, key edto the structure on which it is built and installed as per design given in the enclosure to MOST circular No.RW/NH-33022/1/94-DOIII dated 24June1994 as per dimension sin the approved drawing and at locations directed by the Engineer, all as specified etc. complete. Spec: MORT and H 2013 Cl 811 Page No 360
Planting small and medium size ornamental/flowering plant:- Digging pit with size 0.6 m x 0.6 m × 0.6 m, Removing & conveying unwanted stuff to a required distance as directed. Filling the pit with fresh garden soil & Farm Yard Manure up to a height of 0.60 m in 3:1 proportion. Mixing soil and manure thoroughly well, leveling and watering previous night. Planting one or two year old healthy plant saplings as per specifications. Maintaining till well established by watering, Stirring of soil and manure, replacing of casualties etc. complete. (R.A. No. 13)
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 etc. complete.
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.
Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete.(Achalpur Camp)
Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete.(Achalpur City)
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. (Achalpur Camp)
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. (Achalpur City)
Providing and laying weep holes of 100 mm diameter AC/PVC pipes as per drawing for abutment returns, return walls etc. Complete.
Providing and casting in situ or pre cast tapering R.C.C. M-20 Semi Barrier type Kerb with out gutter (as per IRC 86 1983) embedded 125 mm 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 re doing the surface as specified and directed by Engineering In-charge. Using Concrete Batching and Mixing Plant
Providing and laying in situ / ready mix M-20 cement concrete of trap/granite /quartzite /gneiss metal for approach slab / Rigid pavement including compacting, finishing, curing etc. complete. (excluding reinforcement) (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with fine agreegates of required specifications (Natural Sand / VSI grade finely washed crushed sand ), cement 6.40 bags/cumt)
B) ROYALTY & TESTING CHARGES FIX
N A CONSTRUCTION PVT. LTD.
Eagle Infra India Ltd
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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