Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.5 CrAdmitted-Finance | ₹6.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹7.4 Cr+₹94.5 L (14.5%)Admitted-Finance | ₹7.4 Cr+₹94.5 L (14.5%) | L2 | Admitted-Finance |
| 3 | L3₹7.5 Cr+₹94.7 L (14.6%)Admitted-Finance 404 405 GOMATI APT 4TH FLOOR LAW COLLEGE SQ WHC RD DHARAMPETH NAGPUR | NAGPUR | MAHARASHTRA | 440001 | ₹7.5 Cr+₹94.7 L (14.6%) | L3 | Admitted-Finance |
| 4 | L4₹8.0 Cr+₹1.5 Cr (23.5%)Admitted-Finance 13 SAINATH NEW COLONY NAGPUR 440001 | NAGPUR | NAGPUR | MAHARASHTRA | 440001 | ₹8.0 Cr+₹1.5 Cr (23.5%) | L4 | Admitted-Finance |
| 5 | L5₹8.1 Cr+₹1.6 Cr (24.1%)Admitted-Finance FLAT NO 202 RAHUL ENCLAVES S NO 116 7 1 PLOT NO A WARJE PUNE 411058 | PUNE | MAHARASHTRA | 411058 | ₹8.1 Cr+₹1.6 Cr (24.1%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | J P Enterprises L9 | RPS INFRAPROJECTS PVT LTD L8 | Messers D C Gurbaxani L4 | ABHI ENGINEERING CORPORATION PVT LTD L3 | Dristti Structural Engineering Pvt. Ltd. L1 | R. K. Chavan Infrstructure Pvt. Ltd. L5 | M/s.K.D.SINGH L2 | M/s SUNRISE CONSTRUCTION L10 | Khalatkar Construction Infra Private Limited L7 | M/s J H Patel L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Milling of existing bituminous surface to 50mm depth of bituminous layer including disposal of removed material with all lift and lead upto 1000 m etc complete. Using machine like Writgen (W100) or equivalent | 8,000 | Per Square meter | 264 ₹21,12,000 | 80 ₹6,40,000 | 44 ₹3,52,000 | 40 ₹3,20,000 Lowest | 64.89 ₹5,19,120 | 77 ₹6,16,000 | 50 ₹4,00,000 | 40 ₹3,20,000 Lowest | 65 ₹5,20,000 | 45 ₹3,60,000 |
| 2.00 | 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 2km. and spreading for embankment or stacking as directed. | 7,080 | Per Cubic meter | 44 ₹3,11,520 Lowest | 60 ₹4,24,800 | 178 ₹12,60,240 | 70 ₹4,95,600 | 92.7 ₹6,56,316 | 90 ₹6,37,200 | 100 ₹7,08,000 | 80 ₹5,66,400 | 185 ₹13,09,800 | 60.8 ₹4,30,464 |
| 3.00 | Providing earth work in embankment with approved materials obtained from other sources. including all leads & 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) | 5,060 | Per Cubic meter | 44 ₹2,22,640 Lowest | 750 ₹37,95,000 | 625 ₹31,62,500 | 500 ₹25,30,000 | 556.2 ₹28,14,372 | 531 ₹26,86,860 | 450 ₹22,77,000 | 610 ₹30,86,600 | 1,100 ₹55,66,000 | 500 ₹25,30,000 |
| 4.00 | 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 - V Material | 2,416 | Per Cubic meter | 616 ₹14,88,256 Lowest | 1,250 ₹30,20,000 | 1,607 ₹38,82,512 | 1,300 ₹31,40,800 | 1,205.1 ₹29,11,521.6 | 1,594 ₹38,51,104 | 1,200 ₹28,99,200 | 2,000 ₹48,32,000 | 1,280 ₹30,92,480 | 1,600 ₹38,65,600 |
| 5.00 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate (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 Kilogram/ 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. | 2,462.4 | Per Cubic meter | 2,640 ₹65,00,736 | 3,000 ₹73,87,200 | 3,303 ₹81,33,307.2 | 3,600 ₹88,64,640 | 2,482.3 ₹61,12,415.52 Lowest | 2,876 ₹70,81,862.4 | 2,800 ₹68,94,720 | 3,500 ₹86,18,400 | 3,250 ₹80,02,800 | 3,600 ₹88,64,640 |
| 6.00 | Providing and laying in-situ M40 grade unreinforced plain cement concrete pavement with max 20% fly ash ( Fly ash upto 20% by weight of cement) 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 Tilting type Concrete Mixer as per approved mix design, admixtures, spreading, laying compacting and finished in a continuous operation without paver machine, 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. | 3,000 | Per Cubic meter | 7,920 ₹2,37,60,000 | 7,860 ₹2,35,80,000 | 5,800 ₹1,74,00,000 | 5,050 ₹1,51,50,000 | 4,820.4 ₹1,44,61,200 Lowest | 5,837 ₹1,75,11,000 | 6,000 ₹1,80,00,000 | 6,700 ₹2,01,00,000 | 6,400 ₹1,92,00,000 | 6,800 ₹2,04,00,000 |
| 7.00 | Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS 3395 : 1997 below concrete pavement including all materials and labour complete. | 12,000 | Per Square meter | 17.6 ₹2,11,200 | 25 ₹3,00,000 | 16 ₹1,92,000 | 25 ₹3,00,000 | 13.95 ₹1,67,400 Lowest | 26 ₹3,12,000 | 15 ₹1,80,000 | 25 ₹3,00,000 | 50 ₹6,00,000 | 20 ₹2,40,000 |
| 8.00 | 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 PVC pipe of 40 mm dia 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. | 8,188 | Per Number | 132 ₹10,80,816 Lowest | 350 ₹28,65,800 | 290 ₹23,74,520 | 290 ₹23,74,520 | 241.02 ₹19,73,471.76 | 386 ₹31,60,568 | 350 ₹28,65,800 | 380 ₹31,11,440 | 365 ₹29,88,620 | 250 ₹20,47,000 |
| 9.00 | Providing and fixing in position TMT-FE 500, tie bars precoated with anticorrosive epoxy paint of 12 mm diametre 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. | 5,334 | Per Number | 105.6 ₹5,63,270.4 | 60 ₹3,20,040 | 89 ₹4,74,726 | 100 ₹5,33,400 | 37.08 ₹1,97,784.72 Lowest | 240 ₹12,80,160 | 80 ₹4,26,720 | 240 ₹12,80,160 | 150 ₹8,00,100 | 70 ₹3,73,380 |
| 10.00 | 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. | 4,270 | Per Running meter | 184.8 ₹7,89,096 | 60 ₹2,56,200 | 53 ₹2,26,310 | 55 ₹2,34,850 | 55.62 ₹2,37,497.4 | 86 ₹3,67,220 | 50 ₹2,13,500 Lowest | 65 ₹2,77,550 | 65 ₹2,77,550 | 70 ₹2,98,900 |
Tender Value
₹10.2 Cr
Closing Date
18 May 2021, 5:00 pmClosed
EXECUTIVE ENGINEER
Public Works Department Bungalow No.39.1 Civil Lines Nagpur 440 001
CONSTRUCTION OF 4 LANE CEMENT ROAD WHITE TOPPING FROM SHUKRAWARI TALAV T POINT TO ASHOK CHOWK NH.353D KM 3.300 TO 4.100 OLD MSH.9 LENGTH 0.8 KM WITH ROAD SIDE DRAIN DIVIDER and FOOTHPATH DRAIN DIVIDER and FOOTHPATH
2021_MoRTH_624636_1
NIT-26/2020-21/3
Open Tender
Civil Works
Item Rate
270 days
Shukrawari Tala Nagpur
CONSTRUCTION OF 4 LANE CEMENT ROAD WHITE TOPPING FROM SHUKRAWARI TALAV T POINT TO ASHOK CHOWK NH.353D KM 3.300 TO 4.100 OLD MSH.9 LENGTH 0.8 KM WITH ROAD SIDE DRAIN DIVIDER and FOOTHPATH DRAIN DIVIDER and FOOTHPATH
5 documents required · 5 mandatory
₹5,000
In Bharatkosh Portal
Exempted
Secretary, National Highway (Public Works Departme
13 Jul 2021
27 Mar 2021
19 May 2021
27 Mar 2021
18 May 2021
6 Apr 2021
1 Apr 2021
Amount
Milling of existing bituminous surface to 50mm depth of bituminous layer including disposal of removed material with all lift and lead upto 1000 m etc complete. Using machine like Writgen (W100) or equivalent
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 2km. and spreading for embankment or stacking as directed.
Providing earth work in embankment with approved materials obtained from other sources. including all leads & 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)
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 - V Material
Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate (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 Kilogram/ 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.
Providing and laying in-situ M40 grade unreinforced plain cement concrete pavement with max 20% fly ash ( Fly ash upto 20% by weight of cement) 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 Tilting type Concrete Mixer as per approved mix design, admixtures, spreading, laying compacting and finished in a continuous operation without paver machine, 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.
Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS 3395 : 1997 below concrete pavement including all materials and labour complete.
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 PVC pipe of 40 mm dia 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 diametre 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.
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.
Providing to contraction joints polysulphide sealant (Pouring grade) confirming to BS : 5212 - 1989 into sawed groove widened at top for sealant 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 sealant is applied and applying primer. (15mm deep & 8mm wide) (A) Contraction and longitudinal joints (15 mm deep x 8 mm wide)
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 VSI 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.
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 Square Metre 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. ( Includes road markings like directional arrows, Stop line, Pseodo speed breakers etc.)
Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of 900 mm made out of 4mm aluminum sheet bonded with white retro reflective sheeting of Class C ( Type XI Micro prismatic grade sheeting) 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 Number 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. ClassC ( Type XI Micro prismatic grade sheeting) shall have 10 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 circular shape of 900mm dia made out of 4 mm aluminum sheet bonded with white retro reflective sheeting of Class C (Type XI Micro prismatic grade sheeting) 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 Number 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 C ( Type XI Micro prismatic grade sheeting) shall have 10 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.
Central Kerb stone (Kerb Stone Type -II) Construction of cement concrete kerb with top and bottom width 200 and 250 mm respectively, 525 mm heigh in M-20 grade PCC on M-15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine foundation concrete laid manually, all complete as per clause 408.
Providing and applying two coats (exterior quality) of flat oil paint of approved colour and shade to the plastered surface including scaffolding if necessary, cleaning the surface and preparing surface etc. complete. (excluding primer coat)
Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings
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 16000Kilogramtested 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 Kilogram. 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.
Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 2000 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means
Providing rubble filling of trap/ granite/ quartzite gneiss stones for foundations including filling voids with sand/grit and compaction etc complete.
Providing and laying in situ / ready mix cement concrete of M-10 proportion with rap/granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc. complete.
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).
Providing and laying cement concrete pipe of IS 458:2003 NP-4 class of 1200mm diameter in proper line, level and slope etc. complete.
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.
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 Mechanical Means )
Providing rubble filling of trap/ granite/ quartzite gneiss stones for foundations including filling voids with sand/grit and compaction etc complete.
Providing and laying in situ / ready mix cement concrete of M-10 proportion with rap/granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc. complete.
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).
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.
Providing and fixing heavy duty inter locking concrete RUBBER MOULD GLOSSY PAVING BLOCKS of 60 millimeter thickness of having a strength of 400 Kilogram/sq.m of approved quality and shape on a bed of crushed sand of 25 to 30 millimeter thick including striking joints and cleaning etc. complete. (using 100% crushed sand)
roviding and casting in situ or precast tapering R.C.C. M-20 Barrier type Kerb with 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
roviding and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete.
Providing and laying concrete pipes of I.S.NP. class of 300mm 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 60cm 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 airtight C. I. cover of 75Kilogramwith lid and frame fixed in cement concrete.
DENSE BITUMINOUS MACADAM: Proving and laying dense bituminous macadam using crushed aggregates of Grading -II, premixed with bituminous binder of specified grade of Bitumen @ 4.50 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired density for 50 mm compacted thickness .USING Batch mix type hot mix plant with Sensor Paver, Vibratory roller with Stone Dust filler.(VG- 30 bulk bitumen rates are considered to arrive at rates) Including tack coat 3 Kilogram/10 Square Metre. (VG-30 bulk bitumen rates are considered to arrive at rates)
BITUMINOUS CONCRETE:- Providing and laying bituminous concrete using crushed aggregates of grading -II, premixed with bituminous binder @ 5.40 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 30 mm compacted thickness with specified grade of Bitumen,Excluding prime / tack coat. For Bitumen of specified grade -- USING Batch mix type hot mix plant with Sensor Paver, Vibratory roller with Stone Dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates) Including tack coat 2.5 Kilogram/10 Square Metre. (VG-30 bulk bitumen rates are considered to arrive at rates)
Providing & fixing GI metal sheets for traffic barricating during road construction including ballies, necessary excavation, fixing ballies, fixing iron sheets with iron screws and bolts with washers and painting the outside area of iron sheets with enamel paint etc. complete (Height=1.2m)
Providing fixing & maintaining 3 pc (Detachable) water filable Barricating of size 2000 x 550 x 1200 mm on either side of the portion of the carriageway close to traffic etc. complete and directed by Engineer in charge.
Providing fixing & maintaining Solar blinkers of warning lights on either side of the portion of the carriageway close to traffic etc. complete and directed by Engineer in charge.
Providing fixing & maintaining Safety Cones and studs of 1000 mm Height on either side of the portion of the carriageway close to traffic etc. complete and directed by Engineer in charge.
Preparing Shrubbery : Filling fresh garden soil & Manure in excavated area in 3:1 proportion to a height of 30 cms.Mixing garden soil & manure thoroughly well levelling, watering on previous night.Planting well developed shrubs plant 0.5 mtrs. apart as directed and maintaining till well established by watering,weeding,stirring,replacing casualities etc complete (Already divider prepared from owner side then there is no requirement of Excavation).
Providing & fixing stainless steel bollards.
Providing wardens in two shift per day's
Providing and fixing Ductile iron Man Hole Covers/Strom Water Grating and Grating with frame of Various sizes, weight and types and load bearing capacity as per EN-124, equivalent NECO with prior approval of concerned Superitending Engineer.
Providing & fixing eco friendaly benches madeup from waste plastic, fixing at site including all lead, lift, fixing etc. Complete. Size 148 x 70 x 89cm. Seat dimension 148 x 40cm, weight 33kg, colour black, gray, Ivory, minimum capacity 400kg for standard condition
Providing and fixing water tables in concrete M-20 grade of size 30 centimeters wide and 10 centimeters thick on M-10 cement concrete bed 15 centimeters thick including filling in the joints with cement mortar 1:2 cement pointing, curing etc.complete
Providing and fixing fiber reinforced plastic manhole cover rectangular on all sizes with frames over inspection chember of heavy duty etc. complete for four wheeler, tempo/load carrying capacity of 10.00 mt. ( Primer permission of S.E. is to be obtained before inclusion of this item in the estimate.) (A) Pedstrain load/load carrying capacity of 2.5 M.T. Size 1.0 x 0.75 m.
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.
Design for CC pavements
M/s.K.D.SINGH
ABHI ENGINEERING CORPORATION PVT LTD
Messers D C Gurbaxani
R. K. Chavan Infrstructure Pvt. Ltd.
M/s J H Patel
Khalatkar Construction Infra Private Limited
RPS INFRAPROJECTS PVT LTD
J P Enterprises
M/s SUNRISE CONSTRUCTION
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 0.19 MB
SBDPART1.pdf
Tender Documents • 1.61 MB
SBDPART2.pdf
Tender Documents • 1.36 MB
BOQ_657093.xls
BOQ • 0.32 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .